HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B GOLDEN PEAK CHILDRENS CENTER 1988 TESTS AND PRINTS LEGALIRA}ISI.IITTAL
LETTER VAIL ASSOCI
o
ATE s, Il{C. / P.0. BoX 7 / VAIL,
t
C0u 0RAD0 8r658
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lrE TRANSiTIT:
(w) herewith ( )( ) in accordance with your
FOR YOUR:( ) approval( )_ review & comnent(l use
THE FOLLOI{II{G:( ) Drawings( ) Specifications( ) Change Order
under separate cover via
request
parti es ('.,f nformat j on
Shop Drawing Prints ( ) Samples
Shop Draring Reproductions ( ) Product Literature-(e-r '?<g'ot-T'-
CoNTRACT tto.: N.ls
REFEREIiCE ll0: ill*
DATEz Dcrob€P- lO )\qbA
If enclosures are not as noted,
please inform us irmediately.
If checked below, please:
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COP IE5 DATE REV. 1t0.DESCRIPTIOl{ACIION
CODE
2 ro- t8-gE 5 oxrtr.r*-,lr a€ Or,.oc-Ze(e Tas-r Pzsocfs
J*rec, al'b le s
ACIIOII
REI,IARKS
D. For
asE. See
A.
B.
c.
Action indicated on item
l{o action required
For signature and return
t ransmi tted
to this office
signature and fomarding as
noted belor under RE}IARKS
REMRKS be]ow
COPIES TO:(with encl osu res )()
()
()
()
()
,)1r\ / !, lr' / \t
BY z !-Zer i',\;-Ot v* /,_
Koechlein Consulting
Consulting Geotechnica
1019 8th Street r Suite 101 o Golden, Colorado 80401
SI]MMARY OF CONCRETE TEST RESULTS
Golden Peak Childrenrs Center
o
Engineers
lEngineers
($127&2232
Vail Associates, Inc.
P.O. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
Project:
Loca t ion of Pour: S1ab, Lines 1 to 2, A to D
Supplier: Mountain Mobile Mix Ticket No.P19987 Mix Design No.: 10
Cubic Yards: 100 Slurnp:3.0 in.
Air Content: 4.87"Wet Unit Weight:I43.2 pcf.
Concrete Temperature: 80'F
Date Cylinders Cast: 9/16/88
Design Strength: 30@ psi @28 days
Renarks: None.
Ase ( Days )
7
28
28
No.88-24
(l) 'snbbdoh ahd Hopkins
{l) Hyder Construction(l) Jve :'
(1) Mountain Mobile
Air Temperature: 65oF
Time of Test: 11:05 AM
Cvlinder Compressive Strength (psi)
2970
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Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 r Golden, Colorado 80401
(so3l278-A,32
Vail Associates. fnc.
P.O. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
STJ}O,IARY OF CONCRETE TEST RESULTS
Project:
Locat ion
Golden Peak Childrenrs Center
of Pour: Stairway, Lines B and D, Slab Lines 1 to 2 and C to D;
2nd Floor Pads
Supplier: Mountain Mobile l'lix Ticket No. P19985 Mix Design No.: l0
Cubic Yards: 100 Slump:5.0 in.
Air Content: 3,27"_ lr/et Unit Weight:143.9 pcf
Concrete Temoerature:74"F Air Temperature:
Time of Test:Date Cylinders Cast: 9/16/88
Design Strength: 3000 psi @28 davs
9: 35 lilil
Remarks: None.
Aee (Days)Cvlinder Compressive Strength (psi)
2690
28
28
No.88-24
(1) Snovdon and Hopkins(1) Hyder Construction(1) JvA(1) Mountain Mobile
550F
Koechlein Consulting
Consulting Geotechnica
1019 8th Street o Suite 101 o Golden, Colorado 80401
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Children's Center
o
Engineers
I Engineers
(30i3}27v2232
Vail Associates. Inc.
P.O. Box 7
Vail , Colorado 81658
Attention: Jack Hunn
Project:
Location
Supplier: Mountain Mobile Mix Ticket No. Pl9980 Mix Design No.:l0
Cubic Yards: 100 Slump:5.0 in.
Air Content: 5.52 Wet Unit Weight:140.6 pcf
Concrete Tenperature:560F
of Pour: S1ab. Lines 2 to 6 AtoBandBtoC
Air Temperature:
Time of Test:
45 "F
Date Cylinders Cast: 9/16/88
Design Strength: 3000 psi @28 days
Remarks: None.
Aee (Davs)CyLinder Cornpressive Strength (psi)
2650
8:35 AM
7
28
28
Job No. 88-24
cc: (l) Snowdon and Hopkins
(1) Hyder Construction(l) JVA(l) Mountain Mobite
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street . Suite 101 o Golden, Colorado 80401
STJMMARY OF CONCRETE TEST RESULTS
lden Peak Childrenrs Center
of Pour:S1ab. Lines 2 to 6
Mountain Mobile Mix Tj.cket No. P19980 Mix Design No-:10
Cubic Yards:100 Slump:5. O in.
Air Contentl. 5,52 Wet Unit Weight:140.6 pcf
Concrete Ternperature :56"F 45"F
l3o3) 278-2232
Vail Associates, Inc.
P.0. Box 7
Vai-l , Colorado 81658
Attention: Jack Hunn
Project:
Location
Supplier:
Date Cylinders Cast: 9/L6/88
Desi.gn Strength: 3000 psi @28 davs
Renarks: None.
Aee (Davs)
28
28
Job No. 88-24
cc: (1) Snowdon and Hopkins
(1) Hyder Construction
(1) JVA
(1) Mountain Mobile
Air Temperature:
Time of Test:8:35 AM
2650
3590
3680
Cvlinder ComDressive Strength
oo
Koechlein Consulting E ngrneers
(3031278-?2'32
Vail Associates, Inc.
P.O. Box 7
Vai1, Colorado 81658
Attenti-on: Jack Hunn
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
SI]MMARY OF CONCRETE TEST RESULTS
Golden Peak Childrenrs CenterProject:
Locat ion of Pour: Stairr.,ay, Lines B and D SLab Lines I
2nd Floor Pads
Suppli.er: Mountain Mobile Mix Ticket No. P19985 Mix Design No.:
Cubic Yards:100 Slump:5.0 in.
Air Content: 3.22 Wet Unit Weieht:143.9 pcf
Concrete Tenperature:74"F Air Temperature:
Tine of Test:
55'F
9:35 AM
Remarks: None.
Ase (Davs)Cvlinder Compressive Strength (psi)
10
Date Cylinders Cast: 9/16/88
Design Strength: 3000 psi @28 davs
I
28
28
Job No. 88-24
cc: (l) Snorldon and Hopkins(1) Hyder Construction(l) JvA
(1) Mountain Mobile
2690
3750
3730
(3031278-2232
Vail Associates, Inc.
P.O. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
o
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street r Suite 101 I Golden, Colorado 80401
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Children's Center
Slab. Lines I
Project:
Locat ion
Supplier:
of Pour :
Mountain Mobile Mix Ticket No. P19987 Mix Design No.: 10
100 Slump:3.0 in.Cubic Yards:
Air Content:
Concrete Temperature:
Date Cylinders Cast:
Design Strength: 3000 psi @28 daYs
Remarks: None.
4.82 Wet Unit Weight:u3.2-tst-
80'F Air Temperature: 65"F
Aee (Davs)
28
28
Job No. 88-24
cc: (1) Snowdon and HoPkins
(1) Hyder Construction
(1) JVA
(1) Mountain Mobile
Time of Test: 11:05 AM
Cylinder CornpresslYe E!!e4g!h-(-pei)
2970
4I70
42rO
(3031278-2,'32
Vail Associates, Inc.
P.O. Box 7
Vail , Colorado 81658
Attention: Jack Hunn
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Children's CenterProject:
Location of Pour: Ramp Along Line D from 6 to 8, Curb SW Side of
Parking Lot
Supplierl Mountain Mobile Mix Ticket No. P20026 Mix Design
Cubic Yards: 8 Slump:3.0 in.
Air Content: 4.92 Llet Unit Weieht:742,I pcf.
Concrete Temperature:64"F Air Temperature:
Time of Test:
60'F
Date Cylinders Cast: 9/ry/gg 1:25 PM
Design Strength: 3000 psi @28 days
Remarks: None.
Aee (Davs)Cylj-nder Compressive Strength (psi)
No.: 7I2
T
28
28
Job No. 88-24
cc: (1) Snowdon and Hopkins(1) Hyder Construction(1) JVA
(1) Mountain Mobile
3770
4770
4880
TRA'{'}TTTAL O OLEITER VAIL ASSoCIATES, It{C. | ?.0. BoX 7 / VAIL, C0L0RAD0 81658
pR0JECT: Aolde^:'Pa+- O*l'WeaSs &,"$" e-
Sttrr:$, p 3
T0: -Iou,l N Cr6 J*, U
-1s- :> ' feo.s+A-S ed '
Un,L r Q,ol oLkDa 9rto€?
ATT': MA q*"{ ,U\up+dN
lrE TRAilST{l.t:(rz)'hererlth ( ) under separate cover vjl( ) fn accordance with your request
THE FOLLOII
u-c>L-e
COIITRACT ll0.: x,\J.A-
REFEREIICE l0: >rlft
DATEz Octeft, {- 7 i r\4;12*
lf enclosures are not ts noted,
please Inform us lnnedlrtely.
lf checked belor, please:
( ) Acknorledge rec€lpt of
encl osures.( ) Return enclosures to us.
,/istributlon to partles (y' lnformatlon
ecordnr)
FOR YOUR:( ) approval (( ) review t coment ((-Iuse (
II{G:Drawings ()ShopDrarjngPrints ()SamplesSpeciflcations ( ) Shop Draring Reproductlons ( ) Product Llterature
Change Order ( )
COPIE5 DATE REV. ll0.DESCRIPTIOI{ACI IOII
CODE
t lo - 2\- 83 'Ler".e- pt ppp!-tx\ 6ji/Luc:ld pa {y7.12 rcf ,rfw
?,5 lo - zr -j3 Aloe Qz,rr -Te<r QE.,LT3 ,!*tA qh - ql,J
ACTI0ll A. Action lndlcated on ltem transmltted D. For slgnature and fomardlng asB. llo actlon required as noted belor under REI,IARKSC. For slgnature and return to this offlce E. See REIIARKS belon
REI{ARKS .
(with enclosures)
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COPIES TO:
BY:
TRAilSI{ITTAL
LETIER YAtL ASSoCI
o
ATES , lflc. I P.0. B0r 7 / VAIL,
o
COLORADO 81658
PRNECT: $o,a1.*S?6Ar- 3+ rLbP€o'S (E rvre €-
T0: 'T-Or^:x\ oF tj*n t,
'?:u, LDrA-\-f>ep-l-.
-'l5: S Fp-or*r+*lre ?-on"s
{+iL -, Ool oL+>o'8los?
ATTn: M* Q*t-J !-\uae+rs
I
T:
herewlthln accordance with
approval
review t conment
use
tl{G:
Drawi ngs
Speci ficatlons
Change 0rder
( ) under separate cover vla
C0tlTRACl ll0.: lr)/A
REFEREIICI ll0: n:14
DAIEz Ocrore(Z, lq) tq38
If enclosures lre not rs noted,
please Inform us lmredlately.
lf checked belor, please:
( ) Acknorledge recelpt of
encl osu res .( ) Return enclosuras to us.
your request
TRA]ISIII
(v1
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YOUR:
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FOLLOII
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()
parti es ( 4/lnformation( ), distributlon to(') record()
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Pri nts
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Sampl es
Product Llterature
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COPIES DATE REV. Il0.DESCRIPTIOl{Agt lull
CODE
\to-tq-tE \ Ftar D ob.{e.oftTroJ 2eeop4 J*rnoa-:r -z
ACTIOII
REI.IARKS
A.
B.
c.
Actlon indlcated on ltem
llo actlon requfred
For slgnature and return
transmitted
to thls offlce
slgnature and foruardlng as
noted belor under REIIARKS
REMRKS belou
D. For
asE. See
COPIES TO:(rith encl osu res )()
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()
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()
INDEPENDENT TESTING AI nsnecnPp?rtfgtEs tNc. O
coNtFER. COrOR^OO 80433
13031 674-7560
___^ This report addresses the reinspections of stairray intallation whereITIS had previously noted loose bolts and also inspections of the newly addedfour step sta'i r.
llith regard to the bolts that were found untensioned, the Erector hasprovided welds in lieu of.bolting. This method was used due to a misalignmentat the bolted connection holes. The weld lengths and weld sizes used weiegf-rllI l.ength and size. The weld quality wai found acceptable to current
AllS Standards.
- .. At the newly placed four-step stair, the south side stringer rras weldedto the exapnsion anchored steel plate modification for the colu-mn at the samelocation. The weld lengths and weld sizes used were full and the weta quaiiiy
was found acceptable to current AIJS Standards.
l{ith these inspections, the field inspections of the steel frame are
now completed with no outstanding conditiods remaining.
DISTRIBUTI0NS: Vall t Associates - Attn: ltr. Jack Hunn
Snowdon & Hopkins Architect - Attn: Hr. Gibg Snowdon
Hyder Construction Inc. - Attn: l'lr. Tom ilclagan
Koechlein consulting Engineers - Attn: ltr. l,lilliam Koech'tein
Johnson-Voiland-Archuleta - Attn: l,lr. Tom Soell
FIETD O8SERYATIOII
CLIEIIT: Vall & Associates
PRNEGT: Golden Peak Children's Center
LOCATI([l: Vail, Colorado
TYPE OF REPORT: IIDT SHOP IIISPECTIOI
REPORT
MTE: 9-28-88
JoB ilo. 092188 PA6E I 0F I
PREPARED BY: David L. Sturgeon
FIELD IIISPECTI$ X 0THER Vlsual
TRANSMITTAL
LETTER vArL Ass'tES, rNc. / p.o. B'x t / uo,r,llro*ooo 81658
PR0JECT: Golden Peak Chi'ldren's Center
TO:Town of Vai I
75 South Frontage Road
Vail, Colorado 81657
Mr. Gary I'lurrai nATTN:
I{E TRANSI.IIT:
(X) herewith( ) jn accordance
FOR YOUR:
C0NTRACT N0.: N/A
REFERENCE N0.: 159
DATE: September 23, 1988
If enclosures are not as noted,
please inform us irmediately.
If checked below, please:
( ) Acknowledge receipt of
encl osu res.( ) Return enclosures to us.
( ) under separate cover vja
with your request
( ) approval( )review&conment(X) use
THE FOLLOWII{G:
()
(x)
()
()
()
( x)
distrjbution to parties
record
(X) information
Drawi ngs
Speci fi cati ons
Change 0rder
Shop
Shop
Drawi ng
Drawi ng
Pri nts
Reproducti ons
s
) Sampl es
)Product Literature
Ins tion R
ACTION
REMARKS
D.
E.
A.
B.
c.
Action indicated on item
No action required
For signature and return
t ransm'itted
to this office
For signature and forwarding as
as noted below under REMARKS
See REI.IARKS bel ow
(with encl osures)
(/)
()D.(
()
(\)nn, Di rectorD
E
k
Ia t,
COP I ES
1
Ko lein Consulting Engineers
o
ech
(3g,r 27&2232
Vail Associates, Inc.
P.0. Box 7
Vai1, Col-orado 81658
Attention: Jack Hunn
1019 8th Street o Suite 101 o Golden, Colorado 80401
SUMMARY OF CONCRETE TEST RESIJLTS
Golden Peak Children's Center
Supplier:Mountain Mobile Mix Ticket No. PL9522
Cubic Yards:Slump:
Air Content: 6.2%Wet Unit Weight:140.8 pcf
Consulting Geotechnical Engineers
69F Time of Test:4:18 PM
8/12/88 Design Strength: 3000 psi 028 davs
Cvlinder Compressive Strenpth (psi)
1980
3180
3340
Project:
Location of Pour: Footings, Grid Line I from Line 3 to Line B, Corid
Line A, 6 ft. NW of Line 7 to Line I
4.0 1n
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
I
28
28
Job No. 88-24
(1) Snowdon and Hopkins(1) Hyder Construction(1) JVA
(1) Mountain Mobile
w{.1ztt)
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street e Suite 101 o Golden, Golorado 80401
l3,[,l27v?2,32
Vail Associates,
P.O. Box 7
Vail , Colorado
Attention: Jack
Inc.
81658
Hunn
STJMMARY OF CONCRETE TEST RESULTS
Golden Peak Children's CenterProject:
Location of Pour: Foundation Ualls - Grid Lines 8 and D f om Line 8
Lines 6, Footinss - Grid Line romCtoA
Supplier:Mountain Mobile Mix Ticket No.P19562
Cubic Yards:l6 Slunp: 3 l/4 Ln.
Air Content: 4.lX_ I'tet Unit tJeight:143.7 pcf
Concrete Temperature: 67 F Time of Test:2:44 PYI
Date Cylinders Cast: e/L6/88 Design Strength: 3000 psi 028 davs
Renarks: None.
Job
Ase (Davs)
7
28
28
No. 88-24
(1) Snowdon and Hopkins(1) Hyder Construction(1) JvA
(1) Mountain Moblle
Cvlinder Cornpressive Strength (psi)
3410
cc::
I
o
ec
ST]MMARY OF CONCRETE TEST RESULTS
Gol-den Peak Childrenrs Center
Ko hlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 90401
(3|fi3r278.A,32
Vail Associates, Inc.
P.0. Box 7
Vail , Colorado 81658
Attentioni Jack Hunn
Project:
Location of Pour: Foundation Walls - Grid Lines 8 and D from Line
Lines 6, Footings - Grid Line Lffe!!toA
Supplier:Mountain Mobile Mix Ticket No.P19562
Cubic Yards:16 Slump: 3 I/4 in.
Air Content: 4.LZ Wet Unit Weight:143,7 pcf
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Days)
'7
28
28
67 0F Time of Test:2:44 Pti
Design Strength: 3000 psi 028 davs
Cvlinder Compressive Strength (psi)
3s20
4900
5290
Job No. 88-24
cc: (l) Snowdon and Hopkins(1) Hyder Const.ruction(i) JVA
(1) Mounrain Mobile
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 00401
(3/'3l27va2s2
Vail Associates, Inc.
P.0. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
SI'MMARY OF CONCRETE TBST RESULTS
Golden Peak Childrenrs CenterProject:
Location of Pour: Wal1s Grid Lines A and Corid Line One between
Li4e9 A and C, Interior Footings
Supplier: Mountain Mobile Mj.x Ticket No.P196r8
Cubic Yards:Slump: 3 L/2 j-n.
Air Content: 4.97 Wet Unit Weight:I42.O pcf.
Concrete Temperature:63F Time of Test:8:17 AM
Date Cylinders Cast: 8/L9/88 Design Strengrh: 300O psi 028 davs
Remarksl None.
Ase (Davs)Cvlinder Compressive Strensth (psi)
7
28
28
No. 88-24
(l) Snowdon and Hopkins(1) Hyder Constructi-on
(1) JVA
(1) Mountain Mobile
3020
4690
4770
Job
cc:
IilF'?ett:
l3OSl278-n32
Vail Associates, Inc.
P.0. Box 7
Vai1, Colorado 81658
Attention: Jack Hunn
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
ST]MMARY OF CONCRETE TEST RESULTS
Golden Peak Childrenrs CenterProject:
Loca t i on of Pour: Walls Grid Lines A and Corid Line One betveen
Lines A and C. Interior Foot inss
Supplier:Mountain Mobile Mix Ticket No.Pi9618
Cubic Yards:
Air Content:
Concrete Temperature:
Date Cylinders Cast:
Renarks: None.
Ace (Davs)
Slump: 3I/2 in.
4.92 Wet Unit Weight:L42.O pcf.
Time of Test:8: 17 AM
8ll9/88 Design Strength: 3000 psi @28 davs
Cvlinder Compressive Strensth (psi)
3020
J:b
cc:
7
28
28
No.88-24
(1) Snowdon and Hopkins(l) Hyder Construction(l) JvA(1) Mountain Mobile
oo
echlein Consulting Engineers
nsulting Geotechnical Engineers
1019 8th Street o Suite 101 e Golden, Coforado S(l401
(3iF't 27&z232
Vail Associates, Inc.
P.O. Box 7
Vail , Colorado 81658
Attention: Jack Hunn
STJMMARY OF CONCRETE TEST RESULTS
Golden Peak Childrents Center
Ko
Co
Project:
Location
Supplier:
of Pour: Wall Grid Line 2
Ticket No. P19698
Cubic Yards: 8 Slump: 3 l/4 i-n.
Air Contentt 4.8% Wet Unit Weicht:144.2 pcf.
Concrete Tenperature: 78oF Time of Test:3:30 PM
Date Cylinders Cast: 8/25/88 Design Strength: 3000 psi 028 davs
Renarks: None.
Aee (Davs)Cvlinder Compressive Strength (psi)
Mountain Mobile Mix
28
28
No.88-24
(1) Snowdon and Hopkins
(1) Hyder Construction
(1) JVA
(1) Mountain Mobile
3590
48I0
4810
Job
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
l3rJ€l27vu232
Vail Associates, Inc.
P.O. Box 7
Vail , Colorado 81658
Attention: Jack Hunn
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Children's CenterProject:
location of Pour: Deck 2nd Floor
Supplier: Mountain Mobile Mix Ticket No, Pl98l9 Mix Design No.:4l
Cubic Yards: 48 Slunp:5.0 in.
Air Contentz 3.82 I.Jet Unit Weight:143.7 pcf.
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
7
28
28
Job
cc:
88-24
Snondon and Hopkins
Hyder Construction
JVA
Mountain Mobile
, 64'F Tioe of Test:9:03 AM
9/09/88 Design Strength: 3000 psi @28 davs
Cvlinder Compressive Strensth (psi)
3250
No.
(r)
(1)
(1)
(1)
o
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 . Golden, Colorado 80401
(3,'3}278-2232
Vail Associates, Inc.
P.O. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Childrenfs CenterProject:
Locat ion
Supplier: Mountain Mobile Mix Ticket No. P19881 Mix Design No.:41
Cubic Yards: 48 Slump: 5 I/2 tn.
Air Content t 2.27 Wet Unit Weight:144,2 pcf
70'F
of Pour: 2nd Floor Deck and SE Colunns
Tine of Test:10:25 AM
9l09l88 Design Strength: 30@ psi 028 davs
Concrete Tenperature:
Date Cylinders Cast:
Remarks: None,
Age (Days)
-,
28
28
No. 88-24
(1) Snoudon and Hopkins(1) Hyder Construction(1) .rua(l) Mountain Mobile
Cvlinder Compressive Strength (psi)
3110
Job
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(ffi}27VZl32
Vail Associates, Inc.
P.0. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
Ko hlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
STJMMARY OF CONCRETE TEST RESIJLTS
Golden Peak Childrents CenterProject:
Location of Pour: Deck 2nd Floor
Cubic Yards: 48
Air Contentz 3.82
Concrete Temperature:
Date Cylinders Cast:
Renarks: None.
Age (Davs)
7
28
28
Supplier: Mountain MobiLe Mix Ticket No. P19879 Mix Design No.:4T
Slurnp:5.0 in.
Wet Unit Weight:143.7 ocf
64'F Tine of Test:9:03 AM
9/09/88 Design Strength: 3000 psi 028 davs
Cvlinder Compressive Strength (psi)
32s0
4050
4070
Job No. 88-24
cc: (1) Snowdon and Hopkins
(1) Hyder Construction(1) JvA
(1) Mountain Mobile
oo
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street r Suite 101 o Golden, Colorado g04ol
(3g3l278-232
Vail Associates, Inc,
P.0. Box 7
Vai1, Colorado 81658
Attention: Jack Hunn
STJMMARY OF CONCRETE TEST RESIJLTS
Golden Peak Children?s CenterProject:
Locat ion
Supplier: Mountain Uobi19 Mix Ticket No. Plg.gql_ Mix Design No.:4T
Cubic Yards:Slump: 5 l/2 tn.
Air Content:. 2.22 I{et Unit Weighr: 144.2 ocf.
of Pour: 2nd Floor Deck and SE Colunns
70"F Time of Test:10:25 AM
9/09/88 Design Strength: 300O psi 028 days
Cvlinder Comoressive Strength (psi)
3110
4230
4190
Concrete Tenperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
7
28
28
No. 88-24
(1) Snowdon and Hopkins(l) Hyder Construction(1) JVA
(1) Mountain Mobile
Job
cc:
oo
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
(30f,.l27v?2,32
Vail Associates, fnc.
P.0. Box 7
Vail, Colorado 81658
Attention! Jack Hunn
STJMMARY OF CONCRETE TEST RESULTS
Project:
Loca tion
Golden Peak Childrenrs Center
of Pour: Ramps Lines 1, A, D; Slab Lines B to C and C to 5
Supplier: Mountain Mobile Mix Ticket No. P\9945 Mix Design No.:
Cubic Yardsz 72 Sluurp:3.0 in.
Air Contentl. 2.32 l.let Unit Weight:145.4 pcf
1019 8th Street o Suite 101 o Golden, Colorado 80401
54F Time of Test:9:30 AM
9/14/88 Design Strength: 3000 psi @28 davs
Cvlinder Conpressive Strength (psi)
3320
4460
440o
10
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
I
28
28
Job No. 88-24
cc: (1) Snowdon and Hopkins(1) Hyder Construction(1) .lvl(l) Mountain Mobile
o
ecKo hlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street r Suite 101 o Golden, Colorado SO4O1
(Ertl27|,-2232
Vail Associates, Inc,
P.O. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
SUMMARY OF CONCRETE TEST RESULTS
Golden Peak Childrents CenterProject:
Locat ion of Pour: S1ab, Lines A to P and 5 to 8
Supplier: l,iounlain Mobile Mix Ticket No. P19950 Mix Design No.: 10
Cubic Yards:72 Slump:3.0 in.
Air Content:. 2.67"Wet Unit Weight:I44.4 pct
Concrete Temperature:
Date Cylinders Cast:
Rernarks: None.
Age (Days)
7
28
28
Job No. 88-24
cc: (1) Snovdon and Hopkins(l) Hyder Construction(l) JvA(i) Mountain Mobile
60F Time of Test:10:25 AM
9/L4/88 Design Strength: 3000 psi €28 davs
Cylinder Conpressive Strength (psi)
2970
4230
4240
Koechlein Consulting Engineers
Consulling Geotechnical Engineers
1019 &h Street o Sulb 101 o GoEen, Cofora& B(X0l
l3irtl2T&?,rx2
Vail Associates, fnc.
P.0. Box 7
Vail, Colorado 81658 p*
Attention: Jack Hunn
SI'I.O,IARY OF CONCREIE TEST RESI'LTS
Golden Peak Childrenrs CenterProject:
location
Supplier: Mountain Mobile Mix Ticket No. P2@26 Mix Design ilo.: _l4L
Cubic Yards: 8 Slunp: 3.0 in
Air Contentt 4.97 Uet Unit lfeight: 142.1 wf
Concrete Tenperature:640F Air Temperature: 60cF
Date Cylinders Cast: 9/19/88 Tine of Test:
Design Strength: 3000 osi 028 dave
l:25 PM
Renarks: None.
Ase (Davs)Cvlinder Conpresslve Strength (psl)
of Pour:
7
28
28
8€-24
Snondon and Ilopklns
Hyder ConstructLon
JVA
Mountain Mobile
3770
lfo.
(l)
(l)(l)(l)
cc:
TRANSMITTAL
LETTER vArL Ass.c?TES, rNc. / p.0. B.x 7 / vArL,?L 0RAD0 81658
PR0JECT: Golden Peak Children's Center
TO:Town of Vai I
75 South Frontage Road
Vail, Colorado 81657
Mr. Gary l.lurrainATTN:
( ) under separate cover via
C0NTRACT N0.: N/A
REFERENCE N0.: 156
DATE: September 12, 1988
If enclosures are not as noted,
please inforn us imnediately.
If checked below, please:
( ) Acknowledge receipt of
encl osu res.( ) Return enclosures to us.
}JE TRANSMIT:
(X) herewith( ) in accordance with
FOR YOUR:( ) approval( ) review&comment
(X) use
THE FOLLOWING:
Drawi ngs
Speci fi cati ons
Change Order
your request
()
(x)
()
()
()
( x)
distribution to
record
pa rti es (X) information
Shop
Shop
Drawi ng
Drawi ng
onR
Pri nt s
Reproducti ons
) Sampl es
)Product Literature
n
ACTION
RE['IARKS
D.A.
B.
c.
Action indicated on item
No action required
For signature and return
t ransmi tted
to this office
For signature and forwarding as
as noted below under REMARKS
See REMARKS below
COP I ES (with enclosures)
Estate Developrnent
DilHunn, Director
2Jt <-o
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Streel o Suite 101 o Golden, Colorado 80401
13031278.2232
Vail Associates, Inc.
P.0. Box 7
Vail, Colorado 81658
ALtention: Jack Hunn
Project:
Locat ion
SIJ}IMARY OF CONCRETE TEST RESTJLTS
Golden Peak Children's Center
of Pour: FootinR, Corid Lines 8, D and A frorn Line 8 to
6 ft. NW of Line 7
Supplier:l4ountain Mobile Mix Ticket No. P19495
Cubic Yards:
Air Content:
Concrete Temperature l
Date Cylinders Cast:
Renarks: None.
Aee (Davs)
7
t4
28
28
No. 88-24
(l) Snowdon and Hopkins(l) Hyder Construction(1) JvA(1) Mountain Hobile
Slunp: 4 I/2 in-
7.OZ Uet Unit Weight:139.3 pct
76"F Tine of Test:3:28 PM
8/11/88 Design Strength: 3000 psi 028 davs
Cvlinder Compressive Strenstt-l (psi)
r860
2330
Job
I
cc:
(30tsl278-?'232
Vail Associates, fnc.
P.0. Box 7Vail, Colorado 81658
Attention: Jack Hunn
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street r Suite 101 o Golden, Colorado 80401
ST]MMARY OF CONCRETE TEST RESTJLTS
Golden Peak Childrenrs CenterProject:
Location of Pour: Footincs. Grid Line I frorn Line B. Corid
Line A. 6 ft. NW of Line 7 to
Supplier:Mountain Mobile Mi,x
Cubic Yards:
Air Contentt 6.27
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Age (Davs)
28
28
Job
cc:
88-24
Snondon and Hopkins
Hyder Constructlon
JVA
Mountain l{obile
Ticket No.P19522
Slump:4.0 in.
Wet Unit Weight:140.8 pcf
69F Tine of Test:4:18 PM
8/12/88 Design Strength: 3000 psi 028 davs
Cvlinder Conpressive Strensth (psi)
1980
No.
(l)
(t)
(1)
(1)
/. t <:-
(3{ts) 27&2232
Vail Associates, fnc.
P.O. Box 7
Vail, Colorado 8f658
Attention: Jack Hunn
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
STJI.{MARY OF CONCRETE TEST RESULTS
Golden Peak Children's CenterProject:
Location of Pour: Foundation Wal1s - Grid Lines and D from Line
nes 6, Footings - Grid Line romCtoA
Supplier:Mountain Hobile Mix Ticket No. PL9562
Cubic Yards:
Air Content:4.rZ
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
7
28
28
No. 8&-24
(l) Snowdon and Hopkine
(1) Hyder Construction(l) .rvl(l) Mountaln ldobile
16 Slunp: 3 l/4 i.n,
Wet Unj-t Wei.ght:L43.7 pcf
67'F Tine of Test:2:44 Pl4
8/16/88 Design Strength: 3000 psi 028 davs
Cvlinder Conpressive Strength (psi)
3s20
Job
cc:
:l
TO:
FROI{:
DATE:
RE:
This Addendum l{o. 3, in its entirety, shall becone a part of the contractDocuments. Receipt of this addendum-must be acknorleiged on the pr;tilifom in the contract Documents rhich shall be returned rith the bid.'
The following information is conveyed to all bidders of records:
Clad mulllon caps at rindors 4, 5, 6, g, 9, 10, 15, 16, L7,23,24, and 25 as rell as clad head drip caps,-coniinu6us itpossible, shall be provlded and installLO-Uy the Contractor. Allother rjndows shall be as detailed jn the diawings.
Additional expansion joints are approved in the stucco finish atthe north ral'l , rhere the concreti-and rood frane intersect, perthe recmnendations of the Stucco Subcontractor.
Oelete four (4) of elght (8) downspouts indicdted on thedrawings.- Remaining-doxnspouts arL to be located at the four (4)corners of the bulldlng. Downspouts at Al and Dl llnes are toempty into concrete splash blocks on grade, as provlded by the
Landscape Contractor. The downspout at tne southeast cor-nershall run belor the gravel walk;iy to the splash block.
Downspouts at the corners of the bullding oir ttre nolth side areto be channeled across the concrete sldeialk rith llc 6 x 12 steel
channel. rith palnted nretql top grate set ln concrete xalkway anddrained.lnto asphalt parking lot. Gutter slopes are to be -
adJusted-accordlngly. Four-(4), 4, X 6. downipouts canadequately handle anticipated roof runoff. Doimspouts andgutters shal I be heated by the use of heat tape ai noted on the
drawi ngs.
1.
2.
3.
;***,rn..
Creaton anl Operators of Vail and Beaver Creek
ADDENDU]II
'
3
All Plan Holders of Reco
Jack D. Hunn, Direct
Real Estate Devel
September 1, 1988
ADDEtlDUf,l tl0. 3
vAIL ASSoCIATES, IlS:
fiOLOEil PEAK CHILDREi'S CETTER
PLAI{ CHECK REVISI0ilS/A0,JUSII,|EilTS TO Gt{p
==== == = == = ==== == ==== = == = = = = = ====== == ====_ ==E= = t===== == ===
cc: Craig Snordon
llike Spallone
Kaaren 6ann
Gary lfurraln
Pcst Offtce Frrv 7 . Vril C.'1..'.,.1., Rl65C . ( 4\2w1A <Anl
:l o
ecordAll Plan Holders of R
Addendum 13
Golden Peak Chlldren.s Center
September 1, 1988
Page Two
12,,
6.
t.
8.
4. Ietll floor grates_in_the Eltry yestibure Rom flOr, r{urseryReglstratlon Rom ll05 and Reai Louby Roon #146 straft le pliced3/8' above the concrete slab to allol for carpet flnish.
5. 9!!ng" the north/south dinenslon in Roan fl22 fro 8'0r to g,3,.AdjustdirrensjoninRooml119frm1.t|.tl2.t'o4,8-t|2.
Contractor Inltlated Infornation Requests llos. l, 2, 4, 6, and g
through-17 and related response to each Infornation-nequeit arehercby incorporated into this Addendun for clarificaildn.
The.gypsun board, indicated on the drawings as belng required lnconjunction rith the exterlor roof constriction, is-herdby
del eted.
Suspended acoustical grid-ceiling, Second Look by Armstrong,shall be substituted at all slopia ceilings in lieu or oryritttextured and pai.nted. This suspended ceiiing will be insialledapproximately 4"-belor the undeiside of the TJt franing system inorder to allor clearance to install the tiles. The Toin 6r vaitFire ltlarshal and Building 0fficial have agreed that thi3 cavitydoes not have to be sprinkled, provided that it is completelyfilled rith lnsulation.
The attached, Revised_Plan Check Sumary ls hereby Incorporatedinto this Addendum relative to the Torn-of vail pian ctreit forBullding Permit purposes.
Tinely door franes in an off-rhite color are hereby substitutedfor the specified door frames.
The attached nemorandum, from Bob Egizi of the yail Associates,Inc.-Security and Risk Departnent, -larifying the door hardrarerequirements, is hereby incorporated into-this Addendum.
Addendun | 2, dated August 3, 1988, ls hereby clarlfled asfol I ows:
io Contractor shall refer to the Revised C2 Drarlng rith regardto cable TV and telephone conduit.
exception of the foregolng nodifications, the scope of thein accordance rlth the Contract Documenti remains'unchanged.
9.
10.
lI.
llith the
project,
JHRl50GPCC:bb
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Grarrn rnt Orsr*n r{ Vrl nl Ecl.w (irill
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IRCHITECTURAT SERIES
WALL INSTALIATIONS AND T
2.
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5/'l6" Flat Trim
Fully Rocassod
lrv/////t
1-114" o. 1-112"
Squarc Trim
Scmi-Racarscd
2.112" ot 4-1
Ro cd Edg(
Srmi.Raccas
DIMENSIONS
o
ABINETS
IOS2ULA
Buyllnr 30
RIM PROJECTIONS:
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!d (lflr a al4" rhan tupl)|ild with arrrrun dog rtl, trim. Th. Arzaog.lR h$ | r 7... sourrc lrin.
B cil i mud ba i||3Ellad brlo,c dttvli badusa ltat ptattar stopc nxst Da b.hin6 tha dry flll. Trifihss arc mt rccomdrndrd tor bbcr wrfi hsb'athn.i }t'fm tuW Dht i3hns td C|u|rts rnn
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fkrrrnt nnfixnNcursHER .or,fir,
ARCHITECTURAL SERIES
tlnlsh or pflm. corl. Alumlnum trlm! tnd doorr rrcOEXERAL DESCRIPTIOil: L!r!cn'! Archlt€cturrl Srrtes l! rnrconomlcll llna ot ?cco33ad, s6ml.rccolsrd, rnd lurlrc'
rmunt€d ,lr€ oxllne ullhar cablncl3. Thc!6 unlts rre dallgnrd tot
all Wr of bulldlng! md !rc cqulppod wlth tho conv€n onat dool
Etylcr r! picturod bclow. The standard door and trlm matorlsl hrt!.|, rnd optlonrl malorlrl! Includo bolh slumlnum lnd
!trlnl69! Etccl. All door! aro 1r2 Inch thlck, hollow.mslel dslign.
Al unlls hevr I ratln tlnllh pull handla wlth | !€lt.rdru3tlng roilct
catch; rnd r contlnuou! plano hlngo conllructad of matc?lrluf ch matcho! lha door rnd tflm.
lOX SPECIFICATIOII: All rccsllod enct lgml.recolsad cabtn6t!md lurfrce.mounlod !to6l csblnot! heyc a hoavy gauge, whlta
bak€d onsmol box, gurlrctmountad crblnol! wlth alumlnumrbor and trlm hrya r box conltfuctcd ontlrcly of clorr ot color
anodlz€d tlumlnum. Surhcefiountad cablnet! wlth rtsinlc3!llarl door end tflm havc I box conltruct€d on rely of 30.1
3l.lnl3s8 8ls3l wlih . f4 llnlsh.
TRIX Al{0 DOOR SPECIFICATION: St€el trlms and doors rro
onc ploc6, construcl€d of cold-rollod !t6ol wllh a ltandard tlnlsh
of whltc baked ec.yllc cnamol, whlch can be uged ar elthsr a
13 llrndlrd, rnd r ulda lclactlon of op on l color Jrod-flnllhc! l! avallrua. All Alumlnum lrlm md Ooor ornrf 'f
mltcr.d. To Epcclfy rlumlnum tilm rnd (bor, u.. thr gfafk "l!,1
b€torc lhc cablnct mod.l numbcr. Sltlnllt! stccl t m! .nd dof
of .xtrud€d rlumlnun rlth !|lln .nodlz.d flnlrh. Ocrr
aro onr plac6, conltructad ol, f4 flnllh, 3Oa rlnlalr !txl,
l! plcturcd bolou,
TO SPECIFY THE ARCH]TECTURAL sERIE8:
1. U3€ tho apploprlata prcflx lor thc trlm rnd door mrtarld.!t.ol - no pfofh lr r.qul.rd. ll rlumlnum - ut. "AL".lf rtdnl!lr.l - uso "SS".
2. S€lect thc r€qulr.d nrodcl number tiom tho dlmonslon t|blrpaga 7,
3. S6l€cl th6 door !tyl6 from lho llluslratlon! b.low.
a. Other ogtbr|s: sp.drl Ltledng, spodal flrfsh.s (pohl, cdo. rr
atumlnum or f8 dainlo do.l), Vlglhnte Alarn, 'RAA fUnO€
lpoclfy 3talnles! ltsl lrlm rnd door, u.r thc p|.fh,,gg', !.{n
thc crblnrl mod.l numbcr. A vrrl.ty ot (bor |nd trtm mda.tl
20).
ARCHITECTURAL SERIES DOOR STYLES - TRIM AND DOOR MATERIATS
Full Gl..tr llorlronlrl Ouo I V.rllc.l Doo I Enrl Ollr Drp &.rt 01r
Cantcr Br.!l Glut(a'ra'Ohr. P.n.l)
Brcrk Ohrr wlth
8r.rk.A.Wry Acryllc Prn.l
WroGlt.|
' crr| be glet.d $0r Ds erals, temprld gr.$. .c'y,rc, pr.te g[r!q wr'e gb!, sotlr bmzc or toal g[!y g[a!a
Sflrill
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c- 15
ct{ttltEY FLAS}il]{O
Plate 52 illustrates a flashing system for a chim-
ney penetrating a sloping roof.
In Fig A apron flashing is installed after the
course of shingles immediately below the chim-
ney is in place. The sides of chimney are flashed
using pieces of base flashing installed with each
course of shingles. The upper edge of each piece
of flashing should extend 2 in. above each course
of shingles. The lower edge should be Vu in above
the butts of the shingles forming the next course,
The base llashing must extend up the wall and
onto the roof a minimum of 4 in.
of each piece
flashing.
o
PLATE 62
Detail l shows a type of base flashing that must be
attached to the roof before the shingles are in-
stalled. The roof portion of this runner flashing
has been formed with a hook edge and is cleated
on 12 in. centers. The base flashing is extended up
the wall a minimum of 4 in. The counter flashing
is installed in a flashing receiver (see Fig A, Plate
4e).
Fig B shows a saddle flashing (cricket) in place on
the back of a chimney, Saddle flashings help to
divert rain and snow away from the chimney.
The cricket for Fig B is shown made in two pieces
but may be formed in one piece (Detail 2). All
joints in saddle flashings must be soldered.
Saddle flashing must be flanged 4 in. up the wall
of chimney and 4 in. onto roof. It is cleated to the
roof deck on 12 in. centers using cleats of the same
material as the saddle. Step counter flashing is
installed in araggle as shown or may be installed
in a flashing receiver.
t _l
_l
_.l
_l
_l
_l
_l
I
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I
a.
_l
_.l
-l
_l
:l
th will vary
{ in.
l)
I
the
of counter flashin
varv with thE
be more than 3
128 SMACNA Architectural Manual - 3rd Ed.-r
Apron Floshing
Apron Floshin
DETAIT 2
)FIO B
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DORTER - I{EAD - II LL FLASI{IIIOI FOR FRAME COIiISTRUCTION
Fig A shows a flashing system at the junction of :i
sloping roof and a dormer, Apron flashing is in-
stalled as shown in Detail 1 or Detail 2. Counter
flashing in Detail 2 may be sheet metal, plastic, or
a combination of metal with paper, fabric or rub-
ber.
of base flashing are installed as each
should extend 2 i
course of shingl lower
in. above the butts
next course. The
and onto the a mrnlmum
Preces arg to the sheathing
gle course. Roofing felt and shin
wall serve as counter flashing.
Detail 3 shows a type of base flashing that must be
attached to the roof before the shingles are in-
stalled.
PTATE 6I
The roof portion of this runner flashing is formed
with a hook edge and is cleated on 12 in. centers,
The flashing extends up the wall and onto the
roof a minimum of 4 in. Joints in the flashing
should be lapped 6 in. in the direction of flow.
Roofing felt and shingles on the wall serve as
counter flashing.
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should be %
forming the
up the wall
Flashing
s a method of flashing a doo
window head. FIa'5 flwall a
minimum of 4
is recommended for this flashi
in place. This flqg
tic, or qrnbirlSfion of metal with paper.-
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WATER DIVERTER I]{STALLATIOII
Ptate 24 illustrates two methods of installing
water diverters.
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The Altemate thtail shows another method of
cleating. Information on water diverter design is
given on Plate 5.
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cleats spaced at 1 ft 6 in. in
diverter is loose locked to
in. on centers. Where
is to be used, an inverted V
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The water diverter shown in Fig A is installed
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#flapron flashing is attached by metal
52 SMACNA Architectural Manual - 3rd Ed
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Plan analyeta bascd onthc 1985 Unlforo Bulldlng Codc
ProJcct Id: VA CHILDRINS CENTERAddrcss: GOLDEN PEAK
Jccupanct:83,82
Type of Const: V-IHR
lOTE:Tlre code ltens.l-isted ln thls roportllstlng -of aII posslble
"oae
-reeurreurents
sclected sectlons of the coae. -'--
_ Datc: August ll, lgggGontractor: VAIL ASSOC.Archltect: SNOttDOil & HOPKINSEnSlneer: ROBERT BUNNESPlanc Exantner: GARY I{URRAIN
are not lntended to bcln the 1985 UBC. It ts
a conpletea 8u1de to
ff;G=dGffifii6i;;:i;;======== ==:========::==::===:=====:====:==:=:==:=====
'rRgcrror BouNDARy ^*r4tfiffilJ8t FrRE pnorgcrroN
I-OIIH !"gpgtty ttn" 3s. ij-Feet 3s. 0 Feet!l9I-- Butldlne _ zos.o Feet 60.0 Feet-qgglH lroperty llne 60.0 Feet 60.0 FeetFEST Property^lrl"- eO.O i.eet 60.0 Feetrrea lncreased 100 I for open "i"" o. 3 sides.
L NAT,IB OCC AREA ALLOWED A/A OCC LOAD REQ'D EXITS EXIT IIIDTH
2 Locker Room BZ ZgS 28OOO O.Ot 6 t 0.112 t{ech Equlp Rn Bz {34 ?qooo o:ot i r o.o3Z AffLca Bz zLo z8ooo o:oi i r o.o{2 Schoot Class R, E3 4o?O 31400 O:ii ZOi 2 1.OT)rA"r sooo igiii ! : i; iiir zrs I d i. ze< 1.20)1 School Ctass Rn E3 too00 31400 o:ii ;il. 2 10.00ffi1n roq4r i3333 l1jsl S:i? i66r eoer , io.oor rz.rsrr I.'TE: Indlcates that this occupancy ls no{ altJwed on this floor-Table 5-D:_I9P:-I91:::::_:!::_:11:_:::::a::i_::-i:-:i::::::r-::::_-::::-:193:1tl_tr:_
logIRED OCCUPANCY SEPARATTONSl-E3 I hr
''l glazlng in hazardous rocations.(see_sectron Err06.(d)) rs requrred to, of satety glazlng materlal--ll-g.". 5406.
SOUTB [{EST
B-RG NON-BRC OPNG gRC HON-BNA OPNCr4!r r{Arr pnor rALr nmi- Fi,iirthr thr ttonc thr it; i;;.
lhr thr None thr thr Nonc thr thr None lhr lhr Nonc
OTI{ER
ELEI,IEIITfnterlor Bearlng wallInterlor uonbrg wallStructural FrasreExterlor Struct FraneShaft Enclosure
l'loor,/Cel I ing AsserablyRoof/CelIlng Assembly3tairs
BUItDING ELEIIENTS Tabte 1?-AMATERIAL FIRE RATING NOTES AND EXCEPTIONSANy t hr.ANY I hr. Sec. 1?OS.(b)1.ANY t hr.
See footnote S1t hr.I hr.I hr.
NONE
IOOTNOTES:1) Mlnlnuu on exterlor slde also based on exterlor brg. nall regulrements.
3ascd on ssctlon 3202. (b)lhc rooflng on this.buildlng ts to be flre retardaat.Jce sectton 3203. (e) and ICgo researcrr "epor;;l;;"requirements.I]XIT NOTES:
Ttre raxlnun rlse-of^a-step is ? lnches and the nlnlnru rrrn is 11lnches. -- Sec. 3306. (c) -
The nl.ninun nldth of a stairway^is 36 lnches, ,lr! laches lf theoccupant load ls greater than S0. __ $;: -sioe.tul s."-"."ti"i3303.(b) when occupant load is greater tfran igg.Provlde a guard-rarr where drop off ia ;;e;!i-trr"r, 30 inches.
Irtlil* height={2 lnches, maxfunum openlng stae=6 fn"n""l-'ll-;;o.
ft.- 6 lnches. -- Sec. 3309.(p)inch (t/2 Lnch at_doors with-handlcap-- Sec. 3304. (h) Sec sectto; 5tit4. (rl ror
ANY
ANY
ANY
ANY
Ttte ulnlmuar headroon ls 6Provlde a landing withln 1access) of the threshold.sl-ze requlrenente.
The naxlmum travel
3303. (d)
EXTERIOn u erRE nATrNcS AND OpENrNf *recrrot
NORTH EAST
OCC BRG NON.ERG OPNG BRG NON-BRG OPNCT{ALL HALL PROT I'ALL TIALL PROTBZ lhr thr Nonc thr thr Noni
The cxterlor warlc nav be of CoMBUSTIBLE oaterlar.None -- No fire protectl-on raqulrenents for op"ning".Prot -- openlngs arc to be protectea witrr-gti'ii-itre acsenbltes.50I of the area of Lhe wall ";;fi";: dlc s0{. tb)NOP -- Openlngs are not peroltted ln ihf.1;"fil-* -- ?hese Harrs nay be r_equlred to rr."" i-iarapet warl 30 rnchasabove the rooflng. The_parapet iari tq_ignirtted to have the sanefire rating as the wall. see sectlon izoi] io"-aiiail"-"ii-"*cep'ons.
dlstance ln thls butldlng ls lS0 feet. __ Sec.
I./ANDICAP REQUIREMENTS :
Handlcap acceslr tr^regutrcd to thlc bulldlng. _- Scc. gg01.(c) and Tablc 33-AIt e ranp ls used tor handtcep accoas, thc ilax clopc fg fiii.'-l--seo 830?. (c)It natcr fountalnc arc provid-"d, oo. nust havc e rpout rlthln 33 lnchec of.!!9_!199l_lli^qf-tront controrc. -- Scc- sri. i.i..OIIET FACILITIES:
1. All doonrays leadln3 to a tollet roon for handlcapped are regulred to_ grovtde 32 lnches clear wldth. -- Sec. Sit.iil2. Provide 44 tnchas clgar on each srdJ-of-ioor*r"y". -- sec. 511. (a) 1.3. Provtde a B0 tnch draneter ctear area wtthrn {[;-tolrii-roiiiil.-- Sec.511. (a)2.l. Provlde a clear area {2 lnches wide and {E lnches long la front of atIeast one water closet. If ln a conpartncnt and door fs on itt sldc,provlde a clear acceEs wldth of 34 inctres. -Oolr
nay not encroach intoclear area. -- Sec. 511.(a)3.5. A {8 lnch access width ii ieeuired to the handicap conpartment.-- Sec. 511. (a)36. Grab bars are required behind and on one side or on both sides ofhandicap water croset. slde bar ls requtred-io be rz inthes-iong (nin) andextend 24 lnches in front of water closet. Rear bar is to be 24 lncheslong la a room or 36 inches rong in " ."mp"riment. Bars are to be 33inches to 36 lnches above thE ffoor. _:-$;: -6rr. t")1.?' Provlde a cl'ear area under at leasi or," ia""to"y. 30 inches wide X 29- lnches high x 1z inches deep uinlnun. :--s"".-sir.rulil---- "-:
8. The botton of one nlrror, opening of a towei tirt""., and disposal flxturels required to be within 40 tnches of the iroo". -- sec. s11.(b)z.&g.
ADDITIoNAT REoUTREMENTs I I oN occupANcy
For 82 occupancyfn ell areaa cugtooarlly occupled by_hurnans, provide natural orartlflcat ltght and veniltaifon. _- Sec. -t05.
Xor E3 occupancy
storaSe and Janltor crosets are regurred to be of one-hourflrc-rcslstive constructioa. _- r€c. S02. (c)In all arealr -custonarlfy occupied by_hunang, provide natural orarttfical ttght and veniliiii"n. __ Sec. BOS.Provtde an approved frre "i.i" svsteu. -- scc. Eog.A fcaced in area_wrthout ""ro"trl-;;c;" "ol'i-t.". a dispersal area.reater than s0 feet fron the-buirEiil: :--;";. 3319.(k)Ktadergarten, frrst and second iiia;-ilprrs-ire riuited on floorsabove the ftrst s_tory. -:-a;;. 6Oi. ioj---Floor-lst -0ccupancy-School Ctass nuExit slgns are required tron-ali areas serving an occupant road of E0or nor€. -- Sec. 3314. (a)Corridors serving an occupant load of 30 or more are requlred tohave thr constructlon and rated.openlngs _--S"". 3305.(g)&(h)Exlts are requlr:9 !o.ue sepirat"T-ii'77e or-irre diagonal of thisarea. -- Sec. 3303. (c)
3:'5:":";r;;:tii"o to-swing in the direction of exit froo this area.
The capacity of thrs area is requlred to be posted at s00 occupants.-- Sec. 3302. (c)Exlt doors are required to have panic hardware. __ Sec. 3319. (j)Floor-2nd Occupancy-Slhool Cfass nnExit signs are required fron all areas serving an occupant road of s0or Dore. -- Sec. 3314. (a)Corridors serving an occuPant load of 30 or Dore are regulred tohave thr constructlon and rated.op"ning"-_I-S1". 3305. (g)&(h)Exlts are requlr:g !o u" s.p"i.ted bv r7z "t-ine diagonal of thisarea. -- Sec. 3303. (c)
Doors are requlrad io-swing ln the direction of exit fron this area.-- Sec. 9304. (b)
The capacltv of this area is required to be posted at 203.soccupants. -- Sec. 3302. (c)Exlt doors are required t,J't""e panic hardware. -- sec. 3319.(J)
IEUAESNpUE
TOr Jeck Hunn
FROMI Bob Egiri
DATEr flugu:t ezf lggg
REt Golden peak Childrentg Center
After reviewing the olans for the Golden peak childrenrs center twould like to point out a few rnlnor cohcerns. I bclieve that wehave discussed most of these tssues.
Thc lock schedule looks fine. l'lhen specifying schlage 6 pin lockswe need to algo.specify '16" keyways in order to assure comotetecc,mpatibility with our curnent system. He might want to eonsidergsing schlage "Entrance" locks instead of thi ,,classroom,, lock.The difference is that the Entrance leck has the button on theinside of the door while the classroom lock reouires the use of akey to lock end unlock. It has been my exoer.ience that theEntrance lock is.preferred by those using it on e deily basis. Asboth have inEide knobs that ere alwayr unlocked r hevr nopreference.
Tha slmplex looe ir e good lock, t would likc to suggest thet in3om! locrtionr wn congider the simptex looG-? which-1r thc lamerr thc 2ooo cxceot that it ha! e by-pars knob ellowing it to baleft in thr unlocked or locked position. I do not know thcplrnned usage for each of the roorrtg so I cen not makcFecommendationr. Please :tipulatc that the sirnplex tooo hesrlther e Ruscwln/corbin("H" keyway) or schlage removablG eorG.
chlldrenrr ski school has historicalty had considdrable propr endeguipment outside of their facilitiei. ilost of thesc liemi arevery labor intenglve to produee. I think that sufficient seeuritylighttng should be pant of the construetion pro.;ect nor whire .few llghting fixtures wllr be easy to instair. I do not see rneed for-li"s"-Epg! lights that rili adversely affect neignuore.L9" profilc lightlng can light up the tmmediate area and be Irtrong deterrent.
R seeurity alarn system should be installed in order to atmlnimum provide hold up protectlon. If possible t would like tosee one or two centrallzed rooms have burglary coverage. In thepast childrents ski school has handleo consiierable arrrcunts of:asf. Thls prompted ski school to purchase safes last skt season.Ferhapl you ean plan ahead for locating th; safes so thatcablnetry nill not be tll affected.
Vail Associates, Inc.
Creators and Opemrors of Varl and Bcavet Creek
ADDEilDUT
'-
2
TO:
FROIT:
DATE:
RE:
All Plan Holders of
.lack D. Hunn, D'l
Real Estate Dev
August 3, 1988
ADDEIIDUI{ 1{0. 2
vAIL ASSoCIATES,
OI}IDET PEAT CHILDREi
I.TISCELLANEOUS ADJUSTI,IE}ITS TO COIISTRUCTIOII DOCUI,IEIITS
Thls Addendum No.2, In lts entlrety, shall become a part of the Contract
Documents. Rece'l pt of thls addendum must be acknowledged on the proposal
form in the Contract Documents rhich shall be returned rlth the bld.
The folloxlng lnformatlon ls conveyed to all bidders of record:
D'lvision I - General Requirements:
A. REFER to Sectlon 01600, Paragraph 1.07 A.
1. The follorlng paragraph shall be substltuted for the
paragraph lndlcated in the Spec'l f'lcatlons booklet: 'where
only one product ls Ilsted, substitutes are belng actlvelysollclted. SubstJtut'lons on ltems rhere more than one
nanufacturerls Ilsted shall be consldered only lf they arejudged to be equal to those speclfled and represent a
substantlal cost savings or rlll have a posltlve lnpact on
the project schedule. Any substltution shall be so
lndlcated at the time of the bld.'
Dlvislon2-Sltelfork:
A. REFER to Section 0?2LL, Paragraph 3.02 A.
1. The Contractor shall be responslble for redlstrlbutlon of
topsoll under th'ls sectlon.
cc: Cralg Snoxdon
ill ke Spal I one
Kaaren Gann
Gary lfurraln
PECIF ICATIOII5
Pct Office Box 7 . Vail. Crrlorado 81658. (ioi)4765611
o
RecordAll Plan Holders of
Addendum | 2
Golden Peak Chlldren's Center
August 3, 1988
Page Two
B. REFER to Section 0221t, Paragraph 3.02 B.
1. Delete this paragraph in 'lts entlrety.
C. REFER to Sectlon 0221L, Paragraph 3.03 B.
1. Delete this sentence in lts entlrety.
0. REFER to Sectlon 02222, Paragraph 3.03 A.
l. The 0wner shall provide Independent Testing. The Contractorshall coordinate'the schedulL for all required testing and
i nspect I ons .
E. REFER to Section 02225, Paragraph 3.03 D.
1. Substitute L U2 cu yd in the flrst sentence.
F. REFER to Sectlon 02513, Paragraph 3.07 C.
l. Bike Path construction shall be 2 inch asphalt 'lnstallation
over 4 inch compacted base in accordance rith the Torn ofVa'll Blke Path Standards.
G. REFER to Section 02513, paragraph 3.07 D.
l. This Sect'lon is c'larified as follows: 5 lnch asphaltlnstallatlon over 8 inch compacted aggregate base at the bus
turnaround shall be requlred only where the existlng bus
stop paying ls removed within the confines of the ner bus
!tgp. The najorlty of the bus stop area 'ls per Paragraph
3.0? B:; 2 inch asphalt lnstallafibn over existing aiptritt
as indicated on the drawlngs.
Divlslon 6 - Iood and plastic
A. REFER to Sectlon 06196
1. Bldders are instructed to verify that th.ls Sectlon has beenprlnted wlth their Spec'lflcation Book. If not, contact theArchltect to request a copy of thjs section.
Dlvislon - 7 Thermal and lrloisture Protectlon
A. REFER to Section 07218, paragraph 3.06 A.
l. This Section to read: Apply insulatlon to publlc slopeddrywall ceilings as lndlcated on the drawings and as
outllned in Exhibit J.
All Plan Holders of R
Addendum I 2
Golden Peak Chlldrenrs Center
August 3, 1988
Page Three
o
ecord
DJvls'lon 8 - Doors and tllndots
A. REFER to Sectlon 08210, Paragraph 2.02 C.
1. Delete the rords 'and favaltable" from the end of thls
pa ragraph.
B. REFER to Section 08800, Paragraph 3.04 D.
1. Disregard existing section. Bidders are lnstructed to refert0 the door schedule, Drawlng Sheet t{o. A-13 for glazing
requirements on interior doors.
DMSI0ll 9 - Fin'ishes
A. REFER to Section 09111, Paragraph 4.01 A.
1. As a point of clarificatlon; lnterior studs shall be 25
gauge unless otherwise indi cated on the Drawings.
B. REFER to Section 09260, Paragraph 3.06 A.
1. The standard texture is hereby amended to a slick finlsh, lnlieu of light orange peel .
C. REFER to Sectlon 09511, Paragraph 1.05 D.
l. Delete all references to wood grid.
D. REFER to Section 09650, Paragraph 3.08 A.
1. A-new paragraph is hereby inserted, provldlng for an
al.lorance for resilient flooring. Refer to Exhiblt K.
E. REFER to Sectlon 09650, Paragraph 3.03 G.
1. Delete thls paragraph in lts entirety.
F. REFER to Sectlon 09650, Paragraph 3.03 H.
1. De'lete thls paragraph in its entirety.
o
RecordAll Plan Holders of
Addendum | 2
Golden Peak Chlldren's Center
August 3, 1988
Page Four
Division 10 - Speclalttes
A. REFER to Sectlon 10165, Paragraph 1.01 A.
1. The reference to shower partltlons shall be amended to referto urlnal partltions.
B. REFER to Sectlon 10508, paragraph Z.OZ A.
l. Reference to expanded metal lockers shall be amended torefer to solld door constructlon with standard louver vents.
C. REFER to Section 10508, Paragraph 3.03 A.
1. A ner paragraph is hereby added, instructing bldders torefer to the Alternate related to lockers as prescribed lnExhibit J.
Di vi sion 15 - l,lechani cal
A. REFER to Section 15010, Paragraph 1.02 C.
1. This Section is in confllct with the information provided
per Alternate l{o. 8. Thls Sect'ion rlll supercede Alternate
No. 8. B'ldders are 'ln instructed to include the cost offinal connectlons to 0wner supplied kitchen equlpment in the
base bid. Alternate tlo. 8 ls hereby amended to be a Deduct
Alternate if the Owner provides fina'l connectlons.
B. REFER to Section 15010, Paragraph 1.05 A.
l. Bidders are instructed that all permlts, lncluding Trade
Pennits, shall be paid for by the 0wner.
Architectural Drawing l{umber A.l:
Two parking lot light standards are provided by 0wner andlnstalled by Contractor. One light standard base .ls existing and
reusable; the other js new.
The ex'lsting dlsconnect at the northwest corner of the existlng
tennis courts may be used during construction for temporarypower, prior to removal .
l.
All Plan Holders of
Addendum I 2
6olden Peak Chlldren's Center
August 3, 1988
Page Flve
o
Record
2. Archltectural Drawlng l{umber A.2:
General Note No. 4 shall read: Contractor shall be responslble
for miscellaneous site demolitlon lncluding the removal of three
tennls courts and volleyball courts and mlscellaneous other ltems
as deemed appropriate by the 0wner.
Contractor shall be permitted to dispose of demolished asphalt
paving on the project site.
All Bike Paths/walkways are asphalt.
3. Architectural Drawing Number A.3:
Delete four recessed snor grate p'its and snow grates at the upper
level entrances on the north and south slde of the build'l ng,
including the renoval of floor drains and piping as lndicated on
the l.lechanical Drawings.
Relocate the standplpe in Sta'l r # 134 from the northwest corner
to the northeast corner on the Upper Floor Plan.
As a clarification to General l{ote 1{o. 10: The Contractor shallverify with 0wner the deslred slope and dlstance lnvolved wlth
regard to each floor drain.
All snow grates shall be painted steel ln lieu of sta'lnless
steel .
Delete N/S wall at Room # 152 below Stalr # 134 Gl{ the Main Floor
Pl an.
4. Archltectural Drawing Number A.4:
Refer to General Note l{os. 3 and 4: Bldders are instructed that
the reflected ce'lling plan per Drawing A.4 shall supercede the
Electrlcal and/or l'lechanical Drawlngs rith regard to the celllnggrld layout.
5. Architectural Drawing Number A.5:
All fascia details shall be amended as follows: Fron top to
bottom of fascia, 1 X 10, 1 X 10, and I X 8 screred rith cadmium
plated screns shall be substituted for the I X 10, 1X 8, andI X 8 nailed, as indicated on the drawings.
All Plan Holders of
Addendum I 2
o
Record
Golden Peak Chlldren's Center
August 3, 1988
Page Slx
Add the reference to tl?,, gyp board tn all detalls related to theroof construction.
6. Archltectural Draring l{unber A.6:
Downspout details, and speclfically, their'location andtennination below grade shall be clarlf.led at a later date.
7. Archltectural Drawings l{umbers A.8 and A. l0:
Reference to 10 inch diameter concrete co'lunns in details on
these sheets shall be constnued to be 12 inch concrete columns.
8. Architectural Drawlng Number A.10:
Delete concrete topping on the platforn in the center of thebuilding per Sections 3 and 4/A.10. Substitute 2 layers oJ 314.
plywood.
Bidders are Jnstructed to frame in lnterior rall rith the open
wood grille work in wood rather than ln mtal studs from floor to
cel I I ng.
9. Architectural Draring t{unber A.1l:
Delete Detall 7 A.ll:
10. Archltectural Drawing Number A.l3:
Door No. 128 shall receive a frame per Elevat'ion Detail l.
Vertical dimension in Elev l and 2 to be 7,1. to centerllne ofdoor header mullion and 8'9' to top of frame.
11. Archltectural Drawing Number A.15:
Detail 2/A15 sha'l'l be amended to include 5 /4. oak slll cap,
conslstent rith Detall 115.
qLY IL -ENGI NEERII{G DRAI,II NGS
1. C'l vl I Engineeri ng Drawi ng C.1:
Substltute Revjsed C.l Drawing dated 7/18/gg. Bidders are
instructed to review the revised sewer line route and ventlocatlon, the deletion of pVC sleeves for telephone and
All Plan Ho'lders of Record
Addendum | 2
Golden Peak ChJldrenrs Center
August 3, 1988
Page Seven
television, clarificatlon as to the removal of an exist'ing
manhole, flre hydrant, and electrical box on the south side of
the new building, the'location of the gas line rithin the road,
the deletion of a curb-cut fron the new parklng lot to the nen
pathway, the modlfication of the curb-cut in the bus stop, and
the modifications to proposed grading.
Crlb llall Detail, typical vertlcal dimension shall be 2r6' per
step.
l{alkways to build'ings shall be asphalt, typical. See Sheet A.2.
Contractor to coordinate the layout of the Bike Path and the
magnitude of the Bike Path demolit'ion with the Orner.
2. Civ11 Engineering Drawing C.2
Bidders are instructed to refer to a Revised Sheet C2 dated
7lr8l88.
The exit loops for the future bus stop control gates have been
de'leted.
All conduit to future control gates shall be in accordance wlth
the Electrical Drawings.
STRUCTURAL. DRAI{ I I{GS
1. Structural Drawing S1:
l{here ramps jnterface with upper slab-on-grade provide #4x6'-0 06o. Place dowels at mid-depth and project 3'-0 onto top of ramp.(6 locns)
2. Structural Drawing 52:
The 19'-10 long edge beam on Grid 2 between Grids C & D should be
a l{12x14 without shear studs, not the Yl4X22 shown.
Refer to the plan notes. As a point of clarjfication, theVulcraft Type 1.5VL composite decklng shall have a painted bottonr
and phosphatized top.
At stee'l beams without headed anchor studs (HAS), attach the
composite decking with 5/8" d'lameter puddle welds @ 12'.
All Plan Holders of Record
Addendum | 2
Golden Peak Chlldren's Center
August 3, 1988
Page Elght
At the top of each end of the l'-0 wall provide 2-f5x3'-0x7.
horizontal hairpin bars 0 3'belor the steel beam pocket. (4
I ocns )
3. Structural Drawing 53:
Refer to Section 2/S3. Block the plywood edges rith Simpson Z2clips and 2x4s between joists as opposed to the full depth
blocking shown.
The ridge glulam beams on Grid 4 between Grids A&B and CtD can
reduce in depth to a 10-3/4 x 30 opposed to the 3l-l/2 shown.
Block the beam seat as noted on plan at the columns on Grlds B
and C.
Refer to Section 4/S3. 0ver the ridge beam provide full depth
TJI blocking both sides as opposed to the single line shown.
Also add 2x4 blocking w'ith Z clips to support the plywood edge
each side of the ridge.
4. Structural Drawing 54:
Refer to Section 1/S4. Re'inforce the counterfort footing top and
bottom with 15 0 16o each way.
I,IECH,INI CAL DRA}I I IIGS
l. l,lechanlcal Drawing Nunter l,l-1:
Coordinate the'location of the floor drain in the Rental Area
wlth 0wner.
Refer to Sheet C2 for the alignment of the water service'l nto the
but I di ng.
Delete l{ote 2 on drg-l and replace with: 2. Short water closets(tlC-2) shall be instal'led in tollet rooms 114, 120, 132, 133, l4l
and 142. Al1 other toilet rooms shall have regular water closets
( lrc-r ) .
Laundry room 125, dwg ll-1: Add a 6x6 neck, 24' x 24" face, RG-l
perforated grille (60cfm) in celllng grid north of the lightfixture. Also provide NAC CFS-85 fire damper and CK-2000 thermal
blanket on diffuser. Duct 6x6 over to main exhaust duct.
Reslze the main duct to 18" x 6r from new exhaust take-off tovertlcal duct. (Vertical duct dimensJons remain the same).
Provide a balanc'ing damper in the duct.
;l1 Plan Holders ", *":o
Addendum # 2
Golden Peak Chlldren's Center
August 3, 1988
Page l{'lne
2. Mechani cal Drawi ng t{umber }l-2:
Flre Protection Systen bldders are advised that the Town of Vall
Fire Chief rlll accept a comblned dry stand p'lpe and water entry
systen, thereby alloring the deletion of one of the two S'ianese
connections. Bldders are instructed to contact the Fire Chleffor addltlonal informatlon.
Storage room 210, Dwg [rl-2: Provide a protective cage on the
sprinkler head in storage room 210.
Exhaust fan EF-2, dwg tl-Z: Increase CFil to 1260 CFl.l. All other
performance data remains the same.
ETECTRICAL DRAUINGS
1. Electrical Drawing l{umber E-1:
Detai'l l{ote No. 3: 0nner shall provide light fixture and lampfor installation by Contractor.
Detail Note No.4: Owner shall provide new fjxture and lamp for
installatlon by Contractor.
The existing light pole'ln the center of the Skier Drop-off Areals currently circuited with other street lights. This light
shall remain on that circuit and only the nel exter'lor fixture
shall be powered from the building.
The 3/4" PVC stub-out for the TV panel in Room 222 shall occur
above the retalning wall to the south of the Play Area.
Coordinate with Architectural Drawings.
?. Electrical Drawlng lfunber E-2:
Substitute a dirmer sritch for a standard toggle switch adjacent
to the Diaper Change Area ln the Nursery.
llith the exception of the foregoing nodificatlons, the scope of theproject, in accordance wJth the Contract Documents remains unchanged.
JHRl l lGPCC:bb
TRANSIi'IITTAL
LETTER vArL ASSmEs, rNc. / p.o. Box 7 / uorrQo*ooo 81658
PR0JECT: Golden Peak Children's Center
T0: Town of Vail
75 South Frontage Road
Vai I , Col orado 81657
ATTN:Mr. Gary Murrain
C0NTRACT N0.: N/A
REFERENCE N0.: 158
DATE: September 15, 1988
If enclosures are not as noted,
pl ease inform us innediately.
If checked bel ow, please:
( ) Acknowledge receipt of
encl osu res.( ) Return enclosures to us.
WE TRANSMIT:
(X) herewith ( )( ) in accordance with your
FOR YOUR:( ) approval()review&coment
(X) use
THE FOLLOI'IING:
Drawi ngs
Speci fi cati ons
Change 0rder
under separate cover via
request
()
(x)
()
distrjbution to parties
record
(X) infonnation
()
()
(x)
Shop
Shop
Ins
Drawi ng
D rawi ng
ectioD R
Pri nts
Reproducti ons
orts
Sampl es
Product Li te ratu re
ACTION
REl'IARKS
A.
B.
n
Action indicated on item
No action required
For sjgnature and return
t ransmi tted
to this office
D.For sjgnature and forwarding as
as noted below under REMARKS
See REMARKS bel ow
COP I ES (with enclosures)
I Est e I oomen
.fJ
ck D.llll ,Di rector
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Suite 101 r Golden, Golorado gO4O1
(3nr,.}27&2232
Vaj.1 Associates, Inc.
P.O. Box 7
Vail , Colorado 81658
Attention: Jack Hunn
SI,WARY OF CONCRETE TEST RESI]LTS
Golden Peak Childrenrs CenterProject:
Location of Pour: Walls Grid Line D between Lines 1 and 5
LinelbetweenLinesD&C
Supplier:Mountain Mobile Mix Ticket No.
4.0 in.
P19684
Cubic Yards: L6/24
Air Content:. 3.32
Concrete Temperature I
Date Cylinders Cast:
Remarks: None.
Ase (Davs)
I
28
28
Slump:
Wet Unit Weight: 145.5 pcf
7fF Time of Test: 1l:15 AM
8/24/88 Design Strength: 3000 psi @28 davs
Cvlinder Compressive Strength (psi)
3780
Job
cc:
No.
(1)
(l)
(1)
(1)
88-24
Snowdon and Hopkins
Hyder Construction
JVA
Mountain Mobile
(3o3l27VU232
Vail Associates, Inc.
P.0. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o suite 101 0 Golden, colorado 90401
SUMMARY OF CONCRETE TEST RESULTS
Go1den Peak Children's CenterProject 3
Locat ion
Supplier:
of Pour: Wal1 Grid Line 2
Mountain Mobile Mix Ticket No.P19698
Cubic Yards:Slump: 3 l/4 in.
Air Content: a. t?_ Irlet Unit Weight:744.2 pcf
Concrete Temperature:
Date Cylinders Cast:
Renarks: None.
Ase (Davs)
7go F Time of Test:3:30 PM
8/25/98 Design Strength: 3000 psi @28 davs
28
28
Cvlipder Compressive Strength (psi)
3590
Job No. 88-24
cc: (1) Snowdon and Hopkins(1) Hyder Construction(1) lvl(l) Mountain Mobile
TRANSMITTAL
LETTER vArL Ass'tEs, rNc. / p.0. B*x 7 luo,r,Qro*ooo 8i658
PROJECT: Goldcn Feak Childrenrs Center
TO:Town of Vai I
75 South Frontage Road
Vail, Colorado 81657
Mr. Ga ry lilu rrai nATTN:
C0NTRACT N0.: N/A
REFERENCE N0.: 163
DATE: September 27, 1988
If enclosures are not as noted,
please inform us irrnediately.
If checked be1ow, please:
( ) Acknowledge receipt of
encl osu res .( ) Return enclosures to us.
l{E TRANST'IIT:
(X) herewith( ) in accordance v{ith
FOR YOUR:( ) approval( )review&connent(X) use
THE FOLLO}IING:( ) Drawings( ) Specifications( ) Change 0rder
( ) under separate cover vta
your request
()
(x)
()
distributjon to parties
record
(X) information
()
()
(x)
Shop Drawing Prints
Shop Drawing Reproductions
Inspection Reportr
( ) Samples( ) Product Literature
ACTION
REMARKS
A.
B.
c.
Action indicated on item
No action required
For signature and return
t ransmi tted
to this office
signature and forwarding as
noted below under REMARKS
REMARKS bel ow
D.For
as
See
COPIES TO:(wi th
te Devel
s)
)
)
encl osu re
(
(
(
(
(
Iril /,"it/,-'',* //(4 .'/
Hunn, DirectorkD.
l.Est
. TRANSIIITTAL
LETTER vArL ASs'tES, rNc. / p.o. B'x 7 / uo,r,lro*ooo 8i658
PR0JECT: Goldon Ferk Ghildren's Center C0NTRACT N0.: N/A
REFERENCE N0.: 166
DATE: September 29, 1988
T0: Town of Vail If enclosures are not as noted'
75 South Frontage Road pl ease jnform us irmediately.
Vail, Colorado 81657 If checked below, p'lease:
ATTN: l,lr. Gary Murrajn ( ) Acknowledge receipt of
encl osu res.( ) Return enclosures to us.
WE TRANSMIT:
(X) herewith ( ) under separate cover vja( ) 'in accordance w'ith your request
FOR YOUR:
THE FOLLOX
( ) approval ( ) distribution to parties (X) information( ) review & coffinent (X) record
(X) use ( )
ING:Drawings ()StropDrawingPrints ()Samples
Specifications ( ) Shop Drawing Reproductions ( ) Product Literature
COP I ES DATE RE v.NU.DESCR I PTION AC I ION
. CODE
1 ea.s129188.Koechlein Consultinq Enqineers. Concr,ete Test Rerults
dared 9/14.
ACTI0N A. Actjon indjcated on item transmitted D. For signature and forwarding as
B. No actjon required as noted below under REMARKS
C. For signature and return to this office E. See REI'IARKS below
REI,'IARKS
COPIES TO:(with enclosures)
BY: Jack D. Hunn, Djrector
/7,/ /
VA*{, > 4la-io-,- ,1/1.I
l3,etl27&aB,2
Yail Assoclatee, Inc.
P.0. Box 7
Vai1, Colorado 8f658
Attention: Jack Hunn
Project:
location
STJ}IMARY OF CONCRETE TEST REST]IIS
Golden Peak Childrents Center
of Pour: Rarnps Lines l, A, D; Slab Lines B to C 8nd C to 5
Supplier: Mountain Mobile Mix Ticket No. P19945 Mix Design No.: l0
Cubic Yards: 72 Slump: 3.0 in.
Air Contentz 2.37 Uet Unit Weight:145.4 pcf
Concrete Tenperature: 54oF Tine of Test: _9!.lQ_4ll_
Ilute Cylinders Cast: 9/14/88 Design Strength: 30q) osi 028 davs
Remarks: None.
oo
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 tth Sbeet o Sulb 101 o GoHen, Colorado 80401
Cylinder Compressive Strencth (psl)
3320
Ase (Davs)
7
28
28
ilo. 88-24
(l) Snovdon and Hopkins(l) Hyder Constructlon(l) JvA(l) Mountain llobile
l<uun
Vail Associates, Inc.
P.0. Box 7
Vail, Colorado 81658
Attention: Jack Hunn
oo
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 tth Street o Sulte 101 e Golden, Colorado 80401
ST'I'IMARY OF CONCRETE TEST RESIILTS
Golden Peak Childrents CenterProject:
location of Pour: Slab. Lines A to P and 5 to 8
Supplier: Mountain Mobile Mix Ticket No. U995O Hix Design No.:10
Cubic Yardst 72 Slunp:3.0 in.
Air Content; 2.67 Wet Unit Weight:144.4 pf
Concrete Tenperature:
Date CyLinders Cast:
Renarks: None.
600F
e/14/88
Tine of Test: 10:25 hll
Design Strength: 30O0 psi Q28 davs
Job
cc:
Ase (Davs)
7
28
28
l{o. 88-24
(1) Snowdon and Hopkins
(1) Hyder ConetructLon
(1) JvA(1) Mountain iloblle
Cvlinder Coopreseive Strenrth (psi)
2970
elft t|mnilr c? mtY140.E 6rotrnr HrunE coftEHt5.7 lSilYBHr
ILoG
I
F rooo2I|o
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3!t
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PLASNOTY II{GX
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(3ifiJl27v2232
Vail Associates, Inc.
P.0. Box 7Vail, Colorado 81658
Attention: Jack Hunn
Koechlein Consulting Engineers
1019 8th Street o Suite 101 o Golden, Colorado 80401
STJMMARY OF CONCRETE TEST RESULTS
Golden Peak Childrents Center
of Pour: Foundation Walls * Grid Lines 8 and D from Line 8 to
Lines 6, Footings - Grid Line 1 frorn C to A
Supplier:Mountain Mobile Mix Ticket No.P19562
Gonsulting Geotechnical Engineers
16 Slump: 3 L/4 in.
4.17.Wet Unit Weight:143.7 pcf
Project:
Locat ion
Cubic Yards:
Air Content:
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Aee (Davs)
28
28
Job No. 88-24
cc: (1) Snowdon and Hopkins(1) Hyder Construction
(1) JVA(l) Mountain Mobile
67F Time of Test:2244 PIrl
8/L6/88 Design Strength: 3000 psi @28 davs
Cvlinder Compressive Strength (psi)
3410
5r30
4530
I
TRANSI4ITTAL
LETTER vArL ASS'?ATES, rNc. / p.o. B,x 7 / uorr,?ro*ooo 81658
PR0TIEGT: Golden Peak Children's Center
TO:Town of Vail
75 South Frontage Road
Vai I , Col orado 81657
Mr. Gary MurrainATTN:
I{E TRANSMIT:
(X) herewith ( )(X) in accordance with your
CONTRACT N0.: N/A
REFERENCE N0.: August 17, 1988
DATE: August 17, 1988
If enclosures are not as noted,
please inform us irmediately.
If checked below, please:
( ) Acknowledge receipt of
encl osures.( ) Return enclosures to us.
under separate cover via
request
FOR YOUR:( ) approval
()review&comnent()use
THE FOLLOWING:
di stri buti on to parti es
record
(X) information()
(x)
()
()
()
()
()
(x)
(
(
I
Drawi ngs
Speci fi cati ons
Change 0rder
Shop Drawing Prints
Shop Draw'ing Reproductions
Correspondence
Sampl es
Product Literature
CUP IL5 uAIL RtV. NU.DESCRIPTIUN AU I IUN
CODE
I 8/2/84 VAI -letten 1o Bill. Koech,lein,, Koechlejo Consulting,
Engineers, Testing Servjces Proposal - Notice-to
- Proceed E
ACT I ON
REIIARKS : -
A.
B.
c.
Action indicated on item transmitted
No action required
D. Fon signature and forwarding as
as noted below under REMARKS
For signature and return to this office E. See REMARKS below
}le will. copy you,on al 1 testing repor-ts related t-o this project,- ,
encl osu re "o.
D. Hunn, Director
Estate Development
COP I ES (wi th
vailet*,rnc.
Crrators anj Ofrrarors o{ Vail anl Bcarr Creel
August 2, 1988
llr. Bi I I Koech'lei n
Koechlein Consulting Englneersl0l9 8th Street, Suite 101
Golden, Colorado 80401
RE: Golden Peak Children's CenterRef. llo. 120
TESTIlIG SERYICES PROPOSAL . IIOTICE TO PROCEED
Dear Bill:
!. Jrulg.finally received all of the necessary approvals for the Golden
Peak Children's Center and are breaking grou-nd bh lugust 3, l9gg.Koechlein consulting Engineers is hereby-authorized io proieed rithgeotechnical and naterials construction- observation and testing servicesin accordance rith ny-Request.For proposa'l dated June 29, lggg and yourproposal dated July 14, i988 (a copy br rnicn has been aftachec foireference ) .
Please contact Torn l{cLagan, or Roger tJashburn rith Hyder construction,Inc. to coordinate the tentative schedule for testin-g servjces. pleaie
forward the results of your tests to the folloring iidividuals:
l. Jack Hunn
Yail, Associates, Inc.
Post Office 8ox 7
Vail, Colorado 91658 (one copy)
2. Craig Snordon
Snordon and Hopklns Architects
201 Gore Creek DrlveYail, Colorado 81657 (one copy)
3. Tm lklagan
Hyder Construction, Inc.
485{l Jackson Street
Denver, Colorado 80216 (tro copies)
llr. Bill KoechleJn
Angust 2, 1988
Page Tro
Please dlrect all billings to ry attentlon;
Ie assune thatrithin 20 days
Ie look fomard
free to contact
i nformati on.
I of Yail Associates,
Post 0ffice Box 7
Vail, Colorado 81658
you rill be billing us nonthlyof receipt of your bill.
to a successful association on
me if you have any questlons,
I nc.
and re anticipate paying you
this project. Please feel
or requlre additionrl
\3\'
Jack Dl Hunn,
Sincerely,
YAIL \ASSOCIATE I ilC.
rector
Real Edtate e'l opnent
I osure
Craig Snordon
Tm lkLagan
Kaaren Gann
,,Srorn DENT '"tt no?
INSPECTION SERVICES INC.
I2084 VASEEN COURT
coNrFE& coLoRADO 80433
(303) 671-7560
July 29, 1988
Yail Assoclates Inc.
P.0. 8ox 7
Yail, Colorado 81658
Attn: l{r. Jack Hunn
SubJect: Structural Steel Testing t
Center, Tcwn cf Vai 'l
Inspection for the Golden Peak Chlldren's
Jack:
Pursuant to a request from l4r. Bill Koechleln, ITIS has reviewed the ProJect
Specifications and Contract Drawings and has prepared the fo'llowing quotation
for structural steel testing servlces on the above referenced project.
This proposal contains provisions for shop fabrication inspections as well
as field testing during the erection phase.
The shop fabrication testlng and inspection is based on the selectlon ofa local Denver fabricator and does not include any out of town expenses.
Should an out of tom fabricator be selected and due to the size of theproject and in consideration for cost effectiveness, ITIS could conduct
these inspections ln the field and save any extra costs for out of tom
shop inspections.
STRUCTURAL STEEL TESTII{G I II{SPECTIOI{
OBJECTIVE: To provlde testing and lnspectlon at a level sufflclent to assure
co'npllance wlth Contraet Oocrrnents and standard practlces.
SC0PE: Verlflcatlon of current nelders' certiflcatlons
Yerificatlon of weldlng consumables and procedures
Bolt lnspectlons per AISC
TOIAL ESTII.IATED COST
Thank you for the opportunlty to be of service to you withIf'selected, tre at ITIS look fonrard to working wlth Vail &
the successful and tlmely completion of thls project.
$ 93s.00
this quotation.
Assoclates to
Dl S:se
Koechlein Consulting Engineers
Consulting Geotechnical Engineers
1019 8th Street o Sulte 101 r GoHen, Coforado 80401
July 14, 1988
Vail Associates, Inc.
P.O. Box 7
Vai1. Colorado 81658
Attention: l,lr. Jack D. Hunn
Subject: Proposal for Geotechnical and Materials Construction
0bservation and Testing Services
Golden Peak Childrenrs Center
Vai1, Colorado
Dear Jack:
As requested, f an submitting a proposal for geotechnical and materials
construction observation and testing services for the subject project. The
purpose of this letter i.s to present ny understanding of the project and an
estimate of the fee. Based on the project drarings and specifications, I
anticipate our services vi11 include:
l. Inspection of foundation excavations.
2. Conpaction testing of foundation backfi11, fill below slab-on-grade
construction, utility trench backfill, pavement subgrade, and base
course.
3. Concrete testing.
4. St.ructural steel.
Based on infornation provided from the contractor and a review of the plans
and specifications, I have assumed that our inspection services would be
performed on a part tine, on-ca11 basis. We will rely on the contractor or
ovner to inform us uhen to nake observations and perforE testing. We wouldlike at least a 24 hour notice whenever possible. A nuclear density gaugevill be used for perforrning soil compaction testing. Concrete testing will
(crtl27vz2s2
l{r. Jack D. Hunn
July 14, 1988
Page 2
include slunp and compressive strength for every 40 cubic yards, or fractionthereof, per day or per request. Air content of the concrete can also beperforned, if desired. Three concrete cylinders will be cast for compressivestrength testing unless additional cylinders are requested.
Structural steel inspection rril1 be perforoed by rndependent Testing andrnspection services, rnc. Their scope of services and fee nill be providld ina separate proposal.
A field engineer vho can perform severaL types of testing and inspection dur-ing a single site visit will be assigned to the project. concrete testing,testing of fill compaction, and foundation excavation inspections rrould beperforned by the same field engineer, with exception of the first tuo excava-tion inspections for the foundations, r anticipate would be done by a projectengineer. Using one field engineer for almost all phases of the project willbe raore efficient and reduce costs for the ovner. I have a field engineervorking in the Vail/Beaver Creek area lhis sumner and, therefore, I do notanticipate any trip charges for this man.
The following table presents our esti.Eate of fee for the proposed constructioninspection services. The fee and possible consultation services would be
based on the following rates:
Principal Engineer
Project Engineer
Project Field Engineer
Vehicle Mileage
Concrete Cylinder
Standard Proctor Conpaction Test
Gradation Test
$75.00 per hour
$50.0O per hour
$35.0O per hour
$ 0.25 per nile
$ 9.m per cylinder
$60.00 per test
$28.m per test
l.
ESTIMATE OF FTE
Foundation Excavation Inspections -- fnspect the bottonof the excavatlon prior to placing concrete for footings.
Project Engineer: 2 visits X 6 hours/visit X
$50.00/hour
Vehicle Mileage: 2 trips X 200 miles/trip X
$0.25lmi1e
$ 600.00
$ 100.00
llr. Jack D. Hunn
July 14, 1988
Page 3
2.
Project Field Engineer: I visit X 2 hours/visit
X $35.O0/hour
Compaction testing of foundation backfill, fill beneath
slab-on-grade, utility trenches, pavement subgrade
preparation, and base course. The number of site visitsis based on the anticipated construction schedule proposed
by the contractor and may vary as the project progresses.
Foundation backfill: 5 days X 3 hours/day X
$35.00/hour
Utility trenches: 3 visits I 2 hours/visit X
$35.00/hour
Pavement subgrade: 2 visits X 2 hours/visit X
$35 .00/hour
Base course: 2 visits X
Exterior slab subgrade:
$35 .00/hour
$ 74.00
$ s2s.00
$ 210.00
$ 140.00
$ 140.00
$ 31s.00
$ 120.00
$ 56.00
$ 37s.00
$l,837.50
$ 375.00
$4 , 863. 50
2 hours/visit X $35.@/hour
3 visits X 3 hours/visit X
3.
Laboratory testing:
Proctor compaction tests, 2 X 960.0O/test
Gradations, 2 X 928.0O/test
Adninistration (review of reports and typing):
15 reports X 0.5 hour/report X 950.0o/hour
Concrete Testing - Based on the contractors construction
schedule, about 15 pours nay be nade. This is based on
tno pours for foundations, four pours for nalls, three
pours for slabs-on-grade, one pour for the upper level
deck, and six pours for exterior slabs.
Project Engineer: 15 pours X 3.5 hours/pour X
$35.OO/hour
Adninistration (review of reports and typing):
15 reports X 0.5 hour/report X g50.Oo/hour
ESTIMAIED TOTAL
llr. Jack D. Hunn
July 14, 1988
Page 4
The estinate is based on the project being perforned in a tinely and effi.cientDanner. The total anount of our final fee at conpletion of the project isinfluenced by several factors; including the contractorrs efficiency, sihedut-ing-and rate of progress, necessity of retesting unsatisfactory wo;k, ueatherconditions, the frequency of testing or sampling and site specific require-Dents.
r appreciate the opportunity to provide this proposal. rf I can be of furtherservice, please contact ne.
Sincerely,
KOECHLEIN CONSIJLTING ENGINEERSa)lt*t,Kdb*
Uilliam H. Koechlein, P.E.
President
I'JHK/ek
..r
0e,. qal nw/4''il
lffitl2Tva,3z
Vail Associates, Inc,
P.0. Box 7
Vai1, Colorado 81658
Attention: Jack Hunn
Koechlein Consulting E DrF'-..ztq
Consulting Geotechnical
1019 8th Street o Suite 101 e Gold
STJMMARY OF CONCRETE TEST RESTJLTS
Golden Peak Childrenrs CenterProject:
Locat ion of Pour: WalLs Grid Line D between Lines 1 and
LinelbetweenLinesD&C
Suppl-ier:Mountain Mobile Mix Ticket No.
4.0 in.
Pr9684
Cubic Yards:16/24
Air Content: 3.3%
Concrete Temperature:
Date Cylinders Cast:
Remarks: None.
Slump:
Wet Unit Weight:
7dF
145.5 pcf
Job
cc:
Age (Days)
7
28
28
No.88-24
(1) Snowdon and Hopkins(1) Hyder Construction(1) JVA(1) Mountain Mobile
Time of Test:1l: 15 AM
Design Strength: 3000 psi @28 days
Cvl-inder Compressive Strength (psi)
3780
5150
5080
TRAI{SfrITTAL
LETTER vArL ASs.llATEs, rNc. / p.o. Box t t uorr,?oro*ooo 81658
PR0JECT: Go'lden Peak Children's Center
T0: Town of Vail
75 South Frontage Road
Vail, Colorado 81657
ATTN: l'lr. Gary llurraj n
I'IE TRAI{SI.IIT:
(X) herewith ( )( ) in accordance with your
CONTRACT N0.: N/A
REFERENCE N0.: 146
DATE: August 29, 1988
If enclosures are not as noted,
please inform us irrnediately.
If checked below, please:
( ) Acknowledge receipt of
enc'l osu res .( ) Return enclosures to us.
under separate cover v'l a
request :...............
FOR YOUR:'( ) approval() review&conment
(X) use
THE FOLLO}IING:
Drawi ngs
Speci fi cati ons
Change 0rder
djstribution to parties
record
(X) jnformation()
(x)
()
()
()
(x)
Shop Drawing Prints
Shop Drawing Reproductions
Inspection Reports. - -
) Samp.les
) Product Literature
ACTION
REMARKS
D.A.
B.
c.
Action ind'icated on item
No action required
For signature and return
t ransmi tted
to th'i s office
For signature and forward'i ng as
as noted below under REMARKS
See REI.IARKS below
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2Ol Gore Creek Drive
vArL, coLoRADO 81657
(303) 47&2201
WE ARE SENDING VOU .df Attached E Under separate cover via
tr Shop drawings ! Prints
tr Copy of letter E Change order
LETTC @F T'RANSnfl IT=TAL
the following items:
TO
tr Plang, ! Samples tr Speciticationss {t/"nafwz/ le/a.
coPtEs DATE NO.DESCRIPTION
///a///14 m Jrk 1w-an
THESE ARE TRANSMITTED as checked below:
E For approval
.& For yorr ut.
! As requested
D Approved as submitted
D Approved as noted
U Returned for corrections
fl Resubmit-copies for approval
tr Submit
-copies
{or distribution
E Retu rn
-corrected
prints
E For review and commcnt tr
tr FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
Pmo$12.s? l@ rr., crdr r|!l. ot4ll lr ancloaura. ..a not t3 not d, kindl, notltt u|,t oac.'
JOHNSON - VOTLAND - ARCOETA, rNC.
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I{LL0LTH8LE ShEtlR FEH 5TUD u5E0 = 11.5 ti FoR g.?i INDI+ gIR. sruDsflUN8ER O; 5TUO5 REO. PER BEI1N FOR STRETIGTH= 13.8
IIUflEER OF STIJDE REiIUIRET} FO,I nIH. 3t III. SPIICITIG= 11.5flUIiAER t]F ETUDs TO 8E U5E& PER EEBII= 22
CriSE '4
cciiF
i FOR
OEFL.
i RBN5.5 BriT.
TRi]N5.5TUO5 PER
It (5 ToPl EEnflrt.n,t t.rtr++rt.f ++,t +ra.$bt {.++f *+*+t *,r+** t+i r,l *+ {.+*++ +t t4++r f f 4{,t+,|lrlg7: 13rt.8 99?.6 59.6 tib3.5 !...€,F:E$. 5.t. 2u5E& 91.5 873.9
LrlilDIfill I5 UhIFORII
5.r. 6
58.7 13. r,
22. A
il\IT;flL DEIiF LOl0 0EFuECTIr.rfr=
SUFERINPUSED OEHD LORD DEFLECTIT]il=
L I !,E L0lt/ DEFr-ErlT I Oli=
TBTBT- r--i*0 9Ef LECTI0II=
8. 73
8. A5
8.55
1.33
L,' 5+5. 2L/ S+4?.3L/ ?23. Elt 399.3
I
I
i -/
gPrlN sPBC I NG SLHB oEtK C6l.'iC. Fv tc' tttftl (stl AEPTH TdCINI LJT CPCFI tKsI] tKsll Eszgg
**4,I,f.,1:f,*:t f +,lti* {.14*+,ta:l+f :}a'f )t'}*t+rtta.{.tI lttl.,J+t{ f *+S*+*+**:r
33.33 5 * 1.5 15€t 3b39Ii{ITIIL 0EflD LUn0 flOrlEflT= 32
sTPEF: IIIPB5ED OEHD LO}1D I1OT1ENT= 6
LIUE L'ri10 ll8fiENf= 78
----rrJ 1b )i 2b. ti SECTlOd PRoPERTIES---
+*,r 1978 AISC SHtlPE+*{,
OEP'I'rt FLFiIiGE FLI]IiGE idEB I X 2t\ trKLH' LiIDTH THICKIIE5S THICKIiES9
++*.f.rtrrt,f + ttf l******+t4{..t 4{.r}*:l*.|***{.*++tt*+*$**t*r**'f**+{.***rtJt
15. b9 .5. skl 9. 345 E.256 381.S 38.37 7.6'3
9LFiE BI:CUR5 EOTH 5IOE5
5HORIHT 15 TIOT REIiUIRED
I]F 8EfiN
.8'l fllsc 1. 11-2, 8Efirl
EFTEITIUE TRFNs. I TRFN5.TRtifi5.
15 NOT 5HDREO
uh liliLF 6Er1fl
FLIINGE FOF. STRENGTH 5 BI]T. fi(s TUP] . KiFs
+.i. t *.t +,t,8 * + +rf +ri*'l++*++,t*++*+S|l| ||*rt:|.+,1.:3a*+4+++++t *atli'*t|9*$
EV,UJ 499. 6 59. E,1 7b3. 5 13'd. Z
,]i'{-I::ULflTEA RLLI]{dBBLE 5HEBI{ PEF STUO = 11.8 K. FOR B. T5 DII{. 5TUDs
HLLBiil;Bl-E SHEtlR PER 5TU0 USEI: = 11.5 K FoR 8.75 ItiCH C.IB. 51u05
TIUflAER CF 5TUD5 F:E6. PER BEEN FOR STRE'1GTH: 13.8
IIIJfIBER OF 5IUD5 RET]UIREO FOR fiIN. 32 ITI. SPFCING= 12.5
fiUNBER OF 5TUO5 TO EE IJsEO PER 8EI]I1; 1+
CPsE ': I FOR TRBfi5. TRNNs. 5TUO5 PER
c$rlF OEFL. 5 BDT.It (5 TrlPl BE rlfr
a,f 'f zr.f t.t .l*+*{.+*.+*+,t *:r.'+* ** ***t*++ *,i *+*+f +*++{.+ra{. ++**++*$*t+f
1002; 106.4
a, 'tl1LU. J*. t-u5LD 56.3
SJ3. B 5s.6 1743. E
75t3, 6
LtirlDrni; I5 UNiFoRr
5q.g
54. 6
l{. E
13. BI{. U
I'lITiEL OEF{O L6RB T)EFLE;TI6II=
sUPER I fIPOSEO DEI.IO LOtlD OEFLECT I ON=
LIUE LOHO IJEFLEDTION=
T6TilL LO}10 DEFLECTIOTI=
I1DOIFIED REIHER-I1Ei sTER--UiERIITIO''I
tII55-PBRMELEE IiEffTI EE5PON5E Rf,IING
E. 13
8.65
8. b+
1. +3
Ll 5+5.2L/ 7322.8L/ 827.7
L/ 2o'4.5
t,iiiC LiiD LiuE uOi]O UHilPi'T'; TIRTUAFL }lf1FLITI,JDE
F'JR UIeFFII0N FOR \, ISRITiON R*I Iu FREUUENCY
TFSFJ IF5F]|:i:J LIF'5J I. IH]
:$l,ir,| ;f ,l',|+,l.,tr.l*+,f ,i4+,{.+++++*++,1 -+.1.*{.)* + * .x:f *{.,3.{*$$+**rt*+**t*f t:t +4
.i3. B 5.8 +.8 b. EE
I5 OI5TINDTL?-- R= 2.3
a.3 tsb
PERDEPT itsLE
'/
+ + t *,t + + + *,| * * * t{. r} *,t * | N { * a * * * * + + * r* + + * 4 ** * + a {. {. +* '|*++** 'r + * +* *
GoLB PEAti 33'-4 6Ef,n d-0 e.c.,
*.f,+**+r+*atl{.f +a+{.ar**)r*'}.| r} + * 4{.{.+*++** * * ** **+f ..++*f *++a$a+**
5PiN 5PFC I I{6 SLAE DECK c0Nc.Fv ie' tt
l; Ft )lftJ T}EPTH TdTIII] IJT(PCF] CKsI] I:KsIJ 83/EC**rl.{'*lb*+***++**.lrr++++*ll+|tt *s't+rtl+a++.f **4.{t +f f * {,t,} tf + *,} +** lt *
..J9r J-1 El.br rr 1.5 158 oe J 5IitITIFtL 0Ei{D LrltiD flg|'lEltTs 43
5UPERII"IFI:'5ED DEffD LOFID flOIIEilr= 8LIIJE LUHIj NUNEfiTs B3
----bJ 1r, )i 3b.E 5ECTlOfi pR,lpERTIE5---
.r.,i.n tElii FISC 5HHFE+++
AEPT H FLFiiiEE FLHTTGE rr,EE I:<5x tREriI,JiT'TH THIEKIIESS THIcKIIE55+,F.tia*..F**+t{* *{.a.r* **,t* *** s**l.*J t **t *,t **+,c1,,,4-*.111arr.3*|+.}.f,*15.86 b.99 6. +39 4.235 ++9. A 5b. i9 16. b8
SLSB rlCCUflS BiITH 5It,ES 0F SEtlfl
5HCIRtil6 I5 H6T REGUIREo By fiI5C 1.11-2. 6€rin t5 troT 5H0REI)
:
(ET-FECT IUE TRFfi5. I
FLFIIGE FI]R STRENGTh 5 8or.
TRFtfls.
4+..1.++tj'$4*1+a+.f*$**''+,t*9+a.i{.*f+*+++l+d.+*+rr$+++:}++**)a!++++.*+
71.3 12$.i.6 gJ.Z :l!+2.5 1BE.B
C'iLIULffTE,l HLLOT/I.IBLE sHEHR FER ETUD O 11. J3 K FBR 8.75 OIi{. 5TUO5ilr-Lrlui6-E ::rrERFi pER sru0 usED = r t.5 ti Fo|( B.zs IftcH DIB. 5TUDi-riulIEEF OF 5TUDS REO. PER EERfl FOR STRENGTH= 1u.BIIUfIEER 0F 5TuCIs RE0UiRED FOR tlIN. 32 Itr. SpFtING= 1?. sIIU"IBER 0F 5TU05 Tu BE U5E0 pER B€Bfl= .t.i
I FgR
T]EFL.
+,b+**+'3**;l+a.t |*,|'at+,irf *a+*+**|trt {r:*a*{.l|t,f {,+t 1/r/|.la'+**t* *{. +* * +$+l8glj rEB.B i2{+.6 83.7 , 22+?.5 3.3.:REQ. 31. E ;,t. I 1rr. IU5EO +2.2 985.4 t{.1 r$.i
tlllC)IliE l5 UflIFL,F:rt
I,tITIFL OEHIi LUIiii DEFLECTIOJ.T:
. 5.UPEfrIIlFO5ET, AEHO LOI{O DEFLECTIOII=
I. lVL IUHL] gLT LLUTIOT{=
TOTitL LOIrO DEFLEI]T IBi'I=
!.tEH0 LL'lH9 L i UE LOHD D,iNP I flE I'IIlTURRL FNPL I TUOE
iIN]
;,,/FtJR UIBRFTIofT F0R ilIEftiTI0N FTiTIO FRETiUEIIC?IP5F]iF JF]Lri)tqP5i
CHSE 7:
corlP
TF;i]fit.5 Brl i.T Ri{Ns .
N I:5 TBP]
TF:FH5.
n l:5 r0Pl
t/h HtILF BEFil
KIPS
5TUD5 FER
F EFIiI
tr.66
tl.8b
r,. 6E
1. 38
L,r bEt3.9L/' 6955. 3L/ be1.7L/ 289. E
* * + {. t f * + + * I + * 1 * + I t * I * * 1 * 1 a * * I t.+ + r.+ + 1 I * | I + * + t + + t 1+ t ++ * g +* +iB.S S.B +.6 ?.a? O.EilSg
flOOIFIEO FEIHER-TIEIsTER-.UIBFIflTION I5 DI5TINCTLT PERCEPIIELEtJISS-PRRIIELEE nEBN RESPTINSE RrtTIftG -- R= 2.9
,l{' *.+ jl+ #.1 *t+*+:f,*'l+rt{.*{.**+t 4{.*$|t*f 'r,||| al| '|+..*l!,l't*+ 'l a'} +**+tt}*a+
':8LD PERK 33'-4 BEFI'I 5'-8OC
+*i{..}.1{.+r|..++a{.t{rrt+a+{.+f +*+*t'3t:}t4f *f 't f lf l'}f If llllttIl,t *+*$+
5PilN SFAC ING 5LfrB t)ECK coNc.Ft sc' Nctrl iitl OEPTH Td (II{] t.JT [PCF] t:KsI1 CKsI] EszEc
* * 4 I * *,1 t'( | 1 l| + | * * + *.t .. a * | * | |} | t} * rl* rt * t I f a a :|f * i. * * t $t a l af +{.*++*+a
33.33 b. b7 +1.5 153 3b39ITtITIIlL DEi{O LOflD flOflEfiT5 +3
SUPERIi.i?t]:iE9 DEFD LOHD flOfiEltl= 8
LIUE LBRD nBflEfiT= t3
----i,r 1b )i 38.6 5ECTiOft PRrJFERTIES---
^4'4 1978 tlI5C 5r.tFIPE{.{.*
i'EPTH FLRfli:E FLFtt,:E iriEE I:'i 5x itREBUIUTil THICTi-NE55 ThiCKNE55
* +*rf *+** ++*+*+{.tt*{.+* *'t+++l*a*++it:t f f *** **1*4+|ra*l|.. {*tlt {.:t**
15.8ri b.99 8. {3A €r. zt5 446. g
5tT8 OCCURs BCITH 5IOES OF BEflIl
SHORIriE l5 NtlT REGIr.i tRED B'/ !1I5c 1.11-2. 6ERrl
EFFE']] TUE TRBfIs. I TRBlrS.TRt1lt5.
fr t5 TtlPl
Cr?58 \
CENP
I FIJR TRHTI5.
DEFL. 5 BIJT.
TRFtfis.
tj (5 Tr.tPl
56. {3 1u. bB
I5 NOT SHURED;
vh HFLF EEFrn
KIPS
5TUO5 PER
EEili1
(
I
I
F'LHIICE F{:IR E.TREilGTH 5 60T.*+.tait**+rtr*+{.{.*.i.t4.+.}++*+?*+**+*ifa*,tr++++*+'*+*tf*+***+{f{.sf*f
7t.e)12.r+. b 83.7 ';2{7.5 196. s
fHLCULffTED }iLLOIJHBLE 5HE}1R PER 5TU9 = 11.8 K FOR s.75 gIF. 5TUo5
frLLtUFiELE 5HEBR PER 5Tu0 u5E0 = 11.5 K FoR g.zi INDH !rri. STuDsnUnBER OF 5TUOS RE0. PER BEtln FCF STREHGTH= 1g.B
frtJfiEER 0F STUOS REIIUIRED FOR HiN. 32 IN. SPFCIilG= 12.9
lliJflEER EF EIUI/S T0 Be USED PER BEBn= Zz
*r+*.t 't f **{. ;|'l'}**,}*f {.t + +r *+ ++*+a t*** + *{r t** * f *r,t'3**f tt***+*,3**r88Z 1Bg.A | 2.i.r. 6
lAtb.6
RE'i.Ja.ou'-;Eg, 6b. 3
'-OFDIdG I5 UNIFO?f1
I{.'lITIiL 0ER0 L0fiD DEFLEDTI0tt=
SdPERIIIPI]sED &E'IS LOFID t'EFLECTIDH=
LIUE L0tlt/ trEFt-ECTI0n='l0TttL L0HD 9EFLECTI0frg
oo. r 4ar.-.J
l' .,;, . tl
78. b
8. bb
0. 65
8.59
1.36
l/ b83. I
Li 73.i5.9
Li br33.5L/ 36e.2
33.2
lu. ts
:?.
'a
.J
_.4
o
;|a+**i.4.:t *{.ti.t*lt f*+*.|. tr,i*+lf*+f+*|3a+*a}ft T+3fag*atl*|ll|. llf +if I
GtlLt/ PERK 2?' EeFng 6'-8 OC
+ 1l,,ra11+{+*t}**Jr* * ++*** t'}*a****f f* a|}lltta |}$+'l lf* 4||fflr a*|}***
sFtlf't 5Pr1C I NG 5L;B DECK C0ltC.Fy +c' N
ifrl t:ftl r,EFTh T.1 CIfl} LITTPCF] LKSI] TKsTl ESIgg
t .t + ++ rl +ri + | * ** * + l,f a * a 4 .| a a ai t {. 4 t f * *'}* A rtJ a * * | | f af $ f 'l 't t * + | + + | +
3t 5.67 +1.5 r58 -3633
I il I T I HL OEF{O LSHI' ITI]ilEflT= 28
SjPEF:itlP05E0 tiEeD LCrtD hoprEHr= 5
L I uE Lt:ri0 fl0tlEr.rT= F"E
----u 1u zi 26.5 SEDTITIN pRCpEf{TIE5---
++'t..1'J78 BISC SHBPET+*
DEF.TH F'LfiT1GE FLiiIIiE I'EE Ix 5x iifrEBl,JIOTH THICKHESS THlCKliESS
*,f rt * + :|' :1.'1. :+ * + * .| + :i'1. * * * * f + t.,t + /} * t a {r A a * 4 a* t 4 * $ + * + * :} ttt a * * t.a * $ * * al15.69 5.58 €,.3ri5 o. 259 391 .8 38.37 7.68
SLFB NCIJlJR5 BUTH 5IDE5 CIF EEEN
SHORIIIG 15 NI]T RECIUIRED Bi' BISC 1. 11..:. BEHN 15 NOT 5HI]RED
EFFEDT IUE TRHN:;. I T RRN5.
FLFfiGE FOR STRETIGTH 5 AOT.
+,tt+.f,:$*+**+++:f*+++*;t(+*+*++,trff*tt'trNt+*f+*'|+**|lt*a*****++++:f
b9.5 9i7.8 b8.2 t157.? .i38.?
CHL':ULFTEO IILLOI^I;JBLE sHERR FEH sTUD -- 11.8 -i( FOR 8.75 DIR. 5TUD5
IiLLI:Ii'IfiELE 5HEI.IR FER STUO USEO . 11.5 K FNR [,. ?5 INCH DIH. 5TUOS
l{UfiBER tlF 5fU05 REO. PER BEllf1 FOR STRENGIh. 3.{
fiUNBER CIF 5TUO5 REOUIRED FOR NIN. 32 It..I. 5PTICIITG- IB.1
fitJIIBER 8F 5TUD5 TO BE UsED PER BEBII= 1 1
I FOR
DEFL.
+++++,t ,t +*+ *1*li ++***a+* *t +f {.s4{.++*+*+++:a.+***+t+,1.{.{+***r}*l**
,/
I
T E}1N5.
N T5 TOP]
ur. Hnr-r ggnfl
KIPs I
I-H,:'g
Ll0tlP
TRFTTS.
> DUt.
TRiils.
n t5 ToPl
5TUD5 PER
8Erlfl
1,JB=I
RErl .
USAD
9?7. 8
775.6
bg. i
lrb. 5
53.1
24.8
3. +
11.6
186. 6t;.9
45.8
I5 ult I F0h:fl
1957. P
LOHO I ilc
IN I T IHL DEiig LOI1O OEFLECTIUfj= 8. +2
5UFERiNPLTsED DEIIO LOHO O;FLECTIOfi= 6. 83
LIUE LOffD DEFLET:TIBiI= 8.37
TOTI1L LO|IO DEFLECT IOII- 8.63
Lt i69.2
L/ 16375.3
l/ BE.r. bl/ 351. ?
It./
I
I
I
I
I
I
I
DEIiO LDBO L I UE LI]HD OHIIP I iIG 1111TURflL BNPL I TUDE
FOR UIEPBTII]TI F6R UISRATII]N RF{TiO FREOUENCY
TPSF 1 [F 5F] tZJ rcP5l ( I Tt],t+:t+,t,fi+.t(i.+'3+**:ar*:3++**)r++*$*3{*,a.+*++*t *t+s+|3*|*tf a.|{.+4****
48.8 5.8 +.8 9. 4'l B. {6{a9+
flDiI tFIETi FEIHER-ilEISTER.-UIBRRTIOI.I I5 DISTiNCTLY
IrI'55-PTIRnELEE nE;fi REsprlftsE RtlTInc -- R= 3.1
PERL.EPT I ELE
JoHNsoN - vorLAND - ^^"Oaro, ,*".ffi fuffi,^,Cowulting Structual btginccn
av-@-oxe%
CHXO, IY- DATE
-
_+ l=
JOA r
6ttt lLd ttu 'r!.-Arv.d4 C&r.do W2t bpho* a2o-to55
SHEEI ilO _-- OF-
PBOJECT t4? c<-
r_j i._lil1 'l--"
I
,}*+**{+++)i.rt{.$*,{.{.+iri!*rrt*rf,arll|i+,r|1a*.|,ialirf+fltf*t,l}+a{r+l++t
.*,,.i:;.:l:?:1..:113.:if *******"* .rr.r'*r4***'..*"Q,***+r
5F;th 5Pfti I flc :lLFtE DEiH cnr{D.Fy Jtr, N
l: ft :l i{t-J oEPTFT Td'.lHl tJICFtlFl iKjll tKsIl Es/Es
++++,t{+++ ti,+)t{T**+a.:}*f aa *|t {.{.1a:3+***+t* t*t**41**a.:}:t*r}*.*t++**
,. ltt 1t + 1.5-/ iniT IFL [lEfig L0tsrD ilgnEilT= 5?
, SuFEli: :hFn5i& 0Eto L0F& noflEttT=
r5E
't8
]8,
LItE Lii;g flullEflT- B5----', l8 X ,35.8 5Er:TtrlFt pROpERTIES---
+*')i' I t7g fr I5C SHAPE+r'+
DEPTH FLNfiGE FLSIiGE liEB trc 5X TREfl
$ I OTH Th t ChlttESg TH I Ci(NE55
a. +.i.i,t t.t +tt +,6 ts+ +t{.+,t ***r+' :}*f {.,1r}+*+**4t{.rraa*.t{.* jt*+f {rs**|t ||.)|4t*J
17.?g 6.88 9. .rl5 B. 3BB 51b. S 5?. 63 | [r. 3rJ
SLFiE ']i:CUR:: SOIH EIOES BF BE*fi
iHIJR!IIE I5 NOT RELiUIfTED BY hI5C 1,11-2. 6EFt1 t5 NgT SHSRED
Lf rgr-r rl,,E I F.HiIJ. r TRHrt5.Tr.Ffi5. uh i.thLF EEBn
f,l t5 TOPJ K lPsFLrinGi f ;ift STFEftciH 5 60T.
+ ++,f :*++ i' it :f *.i {. * f,h * +{r 'ar + * * )tr * * .T.n.i. + f ++.r.{. t +,t *,r+++a,J+f +,1**+*+*+rt(
EB. 3 1379.3 s5. t 217.q.9 185. r
t HLr.:uLH'iE0 rrl-Li.rrrliEr-E SHEliR PER 5TUg = 11.6 K FUR
;LLULJiELE ;iTEflR P€R STiJ& USEO = 'I I.4 K FUR A. ?5
IIiJI'IBER OF 5TUD5 RE6. PEP BEBT1 FI]R 5TREI'IiTH:
trufltsER 0F sTu[jg RETIUiRED FElt nIN. 2Sr; CBnP0SiTE
|r,.rtlEErt CJF SltJirS T6 AE [,5E0 F,Et( BErtn=
[J.75 DIr{.
I ftCH 0I ii.l;.8.o 8.1
18.
5TUOs PEft
EEltf'r
5 Turz5
5TUD5
I
i A,i -rr,f n,t ++ + +.tar {. f *++'f +,t S++++4a*t.*+,t**+,}T**+t'4.4+i4.4,r4i.+r({.*+,f **
cgsE ).
i OflF
i t ut(
[reFL.
13P5.3
r 153. I
1i-!g?;
ftefl ,
taa. etj.r. I
TRBN5.5 60T.
85. !
78. 5
f8.b
T Rflr.'t5.
n t:5 TEPl
i178.5 3:. 5
i;'. 3lii.auSEO 55.3
r-UI.IDIfi6 I:i UNIFgRII
)Vi<,*:'
','i '*'
I TI J T i HL [,EFi[i L[;.i[' OEFLEDI I ON = 8.25
:UFECINPU5ET., (iE11D EOXg DEFLECTIOfI= E.B2
LIUE Lriif: &EFLEiT16rr= A.28TBTfiL LI]H9 !'EFLECTIOiT= B. +8
Ll 3+7. *L/ 111*r.6
L/ 1 l7I. I
lr' .5Et3. b
irEFii LtJqO Liui Lr:Hi, rrlriFirrG nFTuRnL tltrr_ITUDEi.OR IJ iEIRiITIUIt FOR UI6RHTIOh ,TFTIO FRENUENC?
iP'F J tPSFJ l::j illP5i i I 11l+*++,t(++:i.r.tt *,f +t*+*r.|+*{.*{t,t*++rr,h.t}t+)| ** * t *,r }*+:|+ *,t{.+*+*+*
55, 8 iA.€t +.9 1r.E8 A. rrA+4
IiU?iFIET' dEIHET-I'IEI5;Ei;J_-VIBRIiTIBTI I5 DISiI{,,,ICiL't' PEITCEPTIHLEki55-PFFnELEE nEHrt RE5rO0isE Ri.itINl; -- R= 2.ri
4,+i t+'t4)t +44,|1**+1*4t{. at.**||a't t.*l'3'f tll+t+|}:31#f t'f*'|**+++i'f 'j3* tl
ri,Lv.rt r.-H,* Lti j. !, f^tZ^ 'L-.l O
t. r| *** ++ta a + *att+t13,|. + al4-1111+'r{r,a.+{.++{.+*{.+++f ri:ta+t+|!l4 ++t ++f
5Firfl sFHE i IYG SLBB DE;t(UUflC.tt ic'rt
l$tl r:itl OEPTH To t I IlJ ',I TPC'J ii(sI ] I,KsI J E5IEC
;t rf .r. a..f +,lf td,ttl'++l4r|.*1*+'r{.'t**1.+*++*.i.+tl.rt'}* *+*{.**+* *+ +4*l*ra al
r/
I
I
2B 33 + .|.5 15u 3b3
IttlT ItL 9Eirc' L6iu n0rEHTo 3+
5u;'ERinP0SCtt l'€FD u0tr0 tl0llElrT= 1?
LIUE LUrIi' hOflEIiT= I7&r, rA X '55.8 SECTlnil PRrlPERllE5---
,f *+ t 37tl tl l5C 5hRPE't. *{.
O;PTH FLiITIGE FLHI'IGE dEE I,i Ex FiREH
rr, I0 TH T,{ lur..rrE55 TH I IKNE55
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FOR UIEIITiTTO}I FOR UIERFIIiON RfiTIO FREUUENSY(P5Fi CPsFI t'/;1 c;P5l LInr
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I
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I'IUNEER 8F 5TUD5 RTi;. PgR BEBII FOR sTREItGThg 22,6
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--'-r/ lb ri 31.8 SEuTICrti PRIIPERTIES---
r.}* 1978 Ft I5C SHr?PEr*r
C.EPTH FLHIiUE T tFhGE LIEE I X 5X RRiAUiDTTI THICKflE55 THICKHESS
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frUilEER uF 5TU95 FrEO. PER EEHfi FrJR 5TRENIITH=
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SHCRlftG l5 rr0T RE'IUIREO gY BISC 1.11-2. BEBI1 15 lrgT SHORaD
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27.9 s52.7 7? .1 1 142. {
EFLEUL'ITED IiLLOIJRSLE 5i{E;{R PER STUD - 11.A K FUR
HLLIJ'JHSLE SHEBR PER 5TUD U5E[i = 11.5 K FOX 8.75
TiUNEER OF 5TUD5 ftEt]. PEi AESN FOR sTRANGTH=
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ALLOIJI1BLE 5IIERR PER STUD USEO = 11.5 K T'OR O.?5 INEH DiB. 5TUO5
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USS CYCLONE Fenco comprohoostyo b.Fluto.
Covers all typ€s ot CYCLONE Fence with descrip-
taons and photos ol end us€s. Typical spocs and .'
construclion d€taits, too. ADUSS 5$8013{1. , '
.
USS CYCLONE ForE Frci Fllo. An ideal guide
lor archit€ctrs, has live folders with specili&tion
data on gatss, tonnis court, color coaled and
socu.ity lencing. ADUSS Sg8O47-Sg.
USS CI|CLONE Cdc Corrod Chrin lJnt rndOmrmeitrl Syrlcnr pictures pVC coated chain
link and ornamantal tencing. Includes specitlcation
and constructton d6taits. ADUSS 5g€011.O2.
USS GYCLONE Atumtnum-C.;o.tod Ch.an Uil"
Highlights th€ characteristics of aluminum*oated
sleel fabric-st.ength. corrosion and heat r€sis-lance-that make it superior to all-aluminum orgalvaniz€d st€€l f€nc€ tabrac. ADUSS 5+39474].
2.13/Cy
Tormansl Port
The Cyclone terminal post is
designed lor sgcurity. ltelim-
inales ea8ily disassembled
fittrngs. Each ol the tO gage
lock loop8 soaced at 9.3,,
has a holcting pow€r ol 12@
lbs. and lh€ labric weaves
righl lhrough th€m.
l
j
H-Section Une Post
The high-strength H-post
m€ets th€ n€€dsot lhe f€nce
specilier who rsquir€s addi-
honal strength for high
securaty and h€avy load situ-
ations. lt is designed lik€ a
beam and manufaclured
from high-strength Et€sl.
.tlL!
Cyclone'8 top rail like the
C-post is d€signed to etti-
crently r€sist dir€ctional
loading. lt complotes tho
square configuralion a9p€arance of our framework
and lik€ oth€r components
it is unitormly coated on
both sides and does not
tloavy Standard"C" Unc Pct "C"Uno post
Avsilabl€ in two Eize8.
th€se lins posts uliliz€ a
mor€ etlicient shap€ ot steel
to achieve grealer bendtng
strsngth wher€ it is need€d
- porp€ndicular to thefenc€
line. They're design€d op€n
and coaled uniformly on all
Surtac€s to prqvont corro-
sion and they have a high de.gr€€ of nolch loughness to
r€sist low €nergy impact
fractuaea when driv€n withpower €quapm€nt.
ts17."-lTiF2=i,'u nJn uTH It_tv w
Top B.il
T.l
i I
It
t'l
I
tl-
. trap moisture. :L- - -- *. - *-u -... _.r--