HomeMy WebLinkAboutMULT DOCS - 02-00063 - BYUI Benson Building - Additionf
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Rexburg ldahl
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11)rotina
June'19, 2002
•
ASSOCIATES
131 SW 5`h Ave.
Suite A
Meridian, ID 836,42
(208)288-1992
Ji��sOt1 �u11dm� nion .raina2e Summa
Purpose
This documezi drai��07� �Urr��ry for the flDoyc mentioned project. Ii
5U11ll11d11LCS LI1C llilelll Ql t�e S�le �L� LlfdlIlda� S��I�ffi iriC�liidtritr discussions of existing
�r4r��,e is��es �n� future impacts to the collectaor� syste�a� The �aw�pos� of thy. doyurrient
is to study the drainage issues for the building expansion, but not for master planning
purposes. Howe -ver, a general understanding OT -Me existing storm system is necessary.
Drainage System
The overall area of the BYU-Tdaho campus is quite large. Some basic knowledge of the
existing runoff pattem is necessary to understand the proposed improvements,, Natural
runoff from campus flows in a northwesterly fashion. Runoff through camps is
generated wave the intersectioTi of 2.." Street East and 7{1' Street S outh and cflntinues all
the way thxough campus.
In the date ?Q's as the Benson Building expanded, a 24 -inch. storm drain system was
constructed to collect runoff from a settling pend east of the .Benson Building. This
settEng pond was constructed to alleviate the peak runoff from the large cvntributm'g
area. Discharge from this selling pond was intended to flaw into the 24 -inch pipe, run
under the building, and into the storm drm'n system near Center Street and 56' Street
South. Ho-wever more recently, as development of the gardens and arboretum occurred
runoff from the pond was pushed ffirther north and. 'is no longer being collected by the 24 -
inch pipe, thus deaciivatinLyy the sysw`xn. Present drainage of this area of campus flows
into the parking !at north of the Benson buildina and, down Center Street until it
intercepts a storm drain system wear tenter street and Viking Drive (0' Street South.
Maintenance crews indicate that it is quote a mess durm*g the spring runoff.
T'he location of the proposed building addition is next to this natural drainage area. As
put of this project, the existing 24 -inch sterna drain gips dor which was used to collect
pond discharge is goincr to be abandoned and replaced with a new 24-I'Mch storm drain
pipe and catch manhcaie. Thus, runoff Will be sent back into the 24 -inch storm drainage
collection system, reactivating the system. The drainage area and seitlang pond is
comprised of grass- Additionally, the 2 -.4 -inch concrete storm drain pipe, located under
the proposed building, will be replaced with PVA to meed current building cods.
By Teactivatm*g the 24 -inch storm drain, impacts may occur to the downstream collection
system_ We understand that this was the intent of the 24 -inch piped system, so this
reactivation approach i's consxstent va'th this plan., We request feedback from the City on
tWs matter. Consequently, it may help minimize problems in other collection systems.
Site Modifications
The overall construction area is approximately 1.$ ages (excluding the water line
extensions fog- fire protecton). dor simplicity, the impravements have been divided into
free parts: 1 ) Impervious Area; 2} Pervious Azea; and 3 } Building Area. The table
below idcull-fics existing and proposed meas for each category:
June 193 2002
YU^Idaho
Benson Buildillor Addition
Page I oft
Existing Area !Proposed Area I Chane
i
� (Acres) (A-cres)i (A,cz'es)
Impervious Area 0.5 0 -0.15
Pe[Vio��
Bul"Iding Area� 0.-3 � a. 7 5 � �-Q.aS
As can be seen frim the above tableim the pervao s side area is decreased as a result of
the removal of some of the paved accesses to the existina building. The pervious area is
also decreased (rougblv 0.3 acres) which is caused by remavine, axassy meas adjacent to
the exisfing building. The new building addition takes up the decreased areas and results
in the (x.45 acres of new building area.
All roof runoff will be collected inside the
discharge -to the 24 -inch storm drain pipe.
building as part of the mechanical system and
Overall, there is a net increase of 0.30 acres of impervious area. We understand the goad
is to have no net increase in storrnwater ciischaxge; however, with the difficulty of the
site clue to elevation challenges and the retrofit of the proposed addition, we feed, the
increase in discharge is mixvmal_ Moreover, we feed the signif eant change is thc�
reactivation of the 24 -inch starxn drain system. the Citv and University should meet to
discuss any potential impacts to the downstream sysiem.
S �nce a portion of the building is zn a gut, a berm will be constnicted along portions of the
cast side of the building to eliminate runoff from entering the building. In addilion, two
catch basins will be constructed in grass areas to pick up stonnwater runoff generated
east of the building which is not collected in the detention pend_ These collection points
�vi�.l also discharge to the 24 -inch storm dram line and is similar �v the prescnt drainaae
pa -fern. AIS other storm drain. lines which currently exist adjacent to the building will be
retained and protected during construction.
Construction
As part of this Project., the contractor is required to.
construction storm, drainage runoff and erosion control
fences will be used around the site; however, the
�mplemented b -v the contractor. Additionally- at any
contractor is required to provide erosion control measures.
meet local requirements
measures. We', antzcxpate
erosion control type will
soi� stackpile locations,
This summarizes the signn water system. dor Benson Addition at >Y_U-1daho.
Tune 19, 2002
le
YLT-Idaho
Renson But l ding Addition
cr
KELLER
S.
JN
'C' K
131 S.W 5th Avenue, SuiteMeridian; ID 83642
June 19, 2002
Brian A. Haut'f, A.I.A.
CTA Architects Engineers
118 5 Grove Street
Boise, Idaho 8370.2
Re: Benson Building Addition
Storm Drainage Summary
Dear Brian,
Please find attached our storm drain summary for the above mentioned project. This
should be provided to the City of Rexburg during the pian submittal process. The
purpose of this is to summarize -the way norm drainage may be handled for this project.
Additionally, we would like to be pure you and the University are aware of' storm drain
system issues. Over the past few years, the University has been experienc ncyt'ioodzn.c,
problems. Through some quick research,'we feed part of this problem was due to the 24 -
inch storm drain being inactive, thus pending runoff a different direction (north of the
Benson Building), As you know, we suggested a master plan be performed for the storm
drainage to help fully understand the drainage problem. However, we. were instructed
this is under a separate contract, and a scope limit of 20 deet outside of the new building
was set.
As part of the project., a new 24 -inch storm drain lane will reactivate_ theior�inal st�arm
drain collection system. By doing this, flooding pro- blem.s north of and in the immediate
vicinity of the proposed. building mai be reduced.
Our concern is related to "reactivating" the storm drain, resulting in downstream system
impacts. We stxangly, recommend that a more comprehensi.ve "off -side" analysis be
performed to better understand why flooding and sedimentation is occurring at the
proposed building site and whai, if any, potential impacts and mitigation may be needed
associated with reactivation of the downstream drainage system.. These efforts should
occur prior to any construction activities.
10203012a02-294 diG A Company of Professional Engineers and. Scientists
Ph: (208) 288-1992 w Fax; (?QS) 2$5-1939
Brian A. :, A.I.A.
CTA Architects Engn'leer
June 19, 2002
Pare I o .2
Keller Associates is available to, assist 'in this additional research and analysis, and i or
convey these concerns to the civil en sneer who is reportedly FVei - ��11 ihi
comprehensive campus analysis. Feel fres to call me at (?08) 288--1992 if you have any
questions..
Sincerely,
KELLER ASSOCIATES, INC.
Ryan N. Adelman'. P.E.
Enclosures
cc: Chuck Frost, BYU-Idaho (Letter Only)
0
PROJECT:
DRAWING
ISSUED:
Benson Building Addition
BYU - Idaho
Rexburg, ID 83460
July 18, 2002
CLARIFICATION
TO: Jacobsen Construction. Company
Attn: Scott C. Stringfellow
3131 West 2210 South
Salt Lake City, UT'84119
FROM:
Brian Hauff T AIA
CLARIFICATION NO,,-
IN
REFERENCE TO RFI NO.:
DATE:
PROJECT REF,.-
DRAWING
EF.:
DRAVVENG LIST:
C201 rt Gracing ! Drainage Plan
1
N/A
9-24-02:
iyarn��
Please submit an itemized quotation far changes in the Contm& and/or Time [ncidentaa to proposed -mod -1fication s
te the Contract Documents described herein.
❑
You are directed
to proceed with this
work, please ,submit your lump
Sum propcS21 by
[]
Please submit a
proposal request for
this work prior to commencing.
Please submit proposal
by
� Please proceed with this work as
Representative.
a Feld Work. Order. Submit wily work orders to the Owner's
Please see attached drawing showing the revised grads corrected from sheet C201., Please apply these
modifications during final grading. If you have general questions, please contact Brian Hauff at CTA Architects
Engineers at 1-208-336-4900, extension 2$Q4. If you have. specific civif questions, please contact Ryan
Adelman, P. E. at Kehler Associates at 1-20.8-288-1992,
a�
T
9-25-02-dor-
Archiftects ]Eng *ineers
1185 Grove Street
i Y Idaho 83702 208. 336. 4900 Fax: 208. 343, 3531
vv,v�. a .cowE-mail: boi:c+aarou-pcom
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ku� 16, 1996 6 IOAM iVa 0541 R 113
SHOP DRAWING TRANSMITTAL
PROJECT: Benson Building Addition
BYU Idaho
TO' Jacobsen Construction Company
Attn.. Scoff C. Stringfellow
3131 West 2210 South
Salt Lake City, UT 84119
phone: 1. 80 1. 973.0500 ext, 792
FROM: Shawn Reeder, PE
PROJECT REF.:
DATE:
BYUBNSN
deb 27, 2003
R-cmarks'-,
Acfian: 1. Approved 2. Approved as Corrected 3, Not Approved'
4. Revise and Resubmit
r h l d r i i only r conformance with the design concept of the Projecl and compliance with the
the Contract Documents. Contractor r s r�) � for dimensions t wnfir ed anri correlated t the job eF site, for Inform
ation
that perla'M5 5vlely to the rabriGation pTccesses or the techniques of Construction} and tho coordina(ion of they work Of all trades,
ES To:
(with encl,o5ure5)
El
Lj
17
El
tmns 06310-0210C
CTA Architects Engineera
1185 Grnvc Strcct Vaise, Idaho 83702 208, 336. 4400 Fax: 208. 343. 3531
h'ttP.//-CCR9T91,1n,c0m E-mail: boiseinfa�tap-ouD..com
1996 6-10AM
i P.O. pox 276,)a
Saft Lake pity, UT e4127-0608
` '� 3731 West �210 South
]a cobs n Con3Iry dion Company, Inc-
To:
n -
To: CTA Architerts Engineers
Boise, ID 83702 -
Atte;
Salt Lake City, UT 84119-
(801) 973-0500
4119-
{8a1}X73-o50a Frvc:(aaI) 956-a403
Jobsize Nurnbers,
WE ARE SENDING YOU THE FOLLOWING ITEMS:
7: Shop Drawing WJProductData F'!Sample D Copy of Letter
No, 0541
P - 3/13
Submittal: 5310�01�
Transmit By: Niall
Date. February 12, 2003 j JCC ,Jab#t: 2063
L
Praject: Benson building Addition Remodel
Re: Submittal Nurnber: 5310-01a
Bid Package:
Spec. 05310
Steed Deck
LJ Other
No. Gopies Drawing Na. Description -
Literature On Deck. Fasteners
f
THESE ARF TRANSMITTED as checked belowFA
.,
y� For approval Approved Resubmit copies for approval
For Your Use Approved as Noted C? Srubmit copies for distribution
�:l For Review and Comment J Returned for Correction Lj Relurn corrected prints
l_) Other
APPROVAL REQUIRED EJA 02/21/2003
REMARKS
Hilti'dock fasteners as alternative attachments to 518" effective diameter puddle wefts for attachments of roof deck and concrete
filled dorm deck to supporting Steel mernbers.
Signed,
F ENCLOSURES ARE NOT AS NOTE, PLEASE TIF T ONCE
Greg Norton
Ap i - 16 - 1996 fi 1 lOAM N p - 4/13
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TDAHO—IRON
tdo - 054!
p , 15/13
d
1996 6,10AM
Date., -1
P roj, e ct Na,:
�.f11
No . 0541 P
PLEASE DELIVER THE FOLLOWING PAGES AS SOON AS POSSIBLE.
Total Number of Pages(including this cover page)
8-1/2 x 11
B-1/2 x 14
&wcumantA
�FRO M: 44U%%%O
L
CTA Architects Engineers
Please notify us as soon as possible at (208) 336-4900. of any transmission prc)blems.
Thank vau.
CTA Architcctsmincers
1185 .� -
Street Bc)' t, Imo 83702 208- 336+ -� 208, 343. I
ham: wu7-w. , m ,, b gip{ com
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Type p���)Racti- fvtfmar Fastefifr &ideJap Fastumer Type
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n�1ed d-raPtvasma of 325 -
When sr,e.-�r �W-4� arj� 11 �f�t dthe ccnt�fhutnn of M� d6c;�C fasi0j)er to djapky-09m strengthis
c�n0rd�r�d negElglbi e , Shur shed tasier�er t�esig r� a n 5p2�ing at the diaph�agm Perheter is not
conaldvrad as part of this submif��. (Jse of shear *tu�s to transmlt Oiaphragm shears shoUA be checked
sepamtefy.
The project structural englneer mLM arave this �ubml�t. i� yc�u �av� any foc�in1Ga qu Ons DF
cvnCemsf ple2sn da not h6isitate to cnhtact thl? undersigned &eatJy_
SObmitted
5y: JefPxBy A. Reed 1-800-S79-GDOD x 5337
Checked Ely;
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1995 6:10ANI
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Facsimile%
Kelley Murdock
Idaho Iran
C11 Ln
(208) 23B.0661
(20a) 237-5344
CORRE
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CURING RlorqS
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OR SPEQF�,I L QUI I � TS OF DR-AY4ge-i%
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fastenam altemativi)i ants to
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suppQrtfng steel memberse Of rOof clockd Goncrate filled form cieck to
The specffled decking attachrnent 51S'' e{feGfive dla�nerQpUddi�
mechanicqI 4QGK %StenC�" XnZDN 191)-EDNR'�' wherethe st��l b�se m�t�r�a�tnes- Y
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tables} and ;somebic �iar,�ram�s
Refsreng� -
1 . Hiffi, DeckIng Man usE 2-007, Tables s.1.1 iind 5. 1.2
2.. APpiicabie diaphragm sheep tables
3. Deck Isamet-ic plagMrn3
ROOF-DECK"MmmPam b1APHRAGMt
Gives connection E)Rsigr. 518" effectNe diameter pUadfe
PL*We
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cancre�e Th1ckness,..3,!5ir a��ve fop of deck flute
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Desi rj CnrnpMS$[ve Strength, f-300.0Concr,�-te r
abo've top of d r - flute
d [e wells
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CTlrsrr+.a.ts gbaaz. of. irs
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for UtImare 5hear, QF, and Flexibility F;kctor, �F
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4L
D� ; Monday, ay, Feb' r . 2605
11'-1 t r -i t rn t rmi t r-, t r -,r
It
- a!
At rf;a�rz , ri ' r- 8A Inch r Pud4je W)d 'PacoeO al ]den j
stitch pp-5ign shear strength . .
Connectors (pL.F) , pan ( j5dn
Per Span
■ a EMM" PMMIPM .6
xr.
.
NOTE-, Genera) bunkling not checked
f
n jroad b the rowing i Ilton!;
3.79 4 o-:3P/Span) + .30< *-sparo (K/ i Nl)
Where KI = Refer f vuns- . w
1086
OD
7-00
KI
321
2,64
224
0
6
0.506
302
2516
04492
368
3
272
0.460
410
339
2 8e
0, X60
431
359
aQA
01456
7
450
378
X 2 0
a
8
470
395
336
435
8
42-41
532
r
0.625
10
508
431-
36B
0 t5
11
52-
�
384
0.,406
12
5 4 S
463
400
0 398
,
NOTE-, Genera) bunkling not checked
f
n jroad b the rowing i Ilton!;
3.79 4 o-:3P/Span) + .30< *-sparo (K/ i Nl)
Where KI = Refer f vuns- . w
1086
6 X9 9 6 '- AM.
02/04/2003 TUE 16.FAX 2082375344
Fab -03-02 03: Oapz FTech
J� Uiin gI%Jl [� �= %. W �i M,
She f Deck l " I
�)japhraqrr Desi n mantj8i, Zewnd Ed�t?fon
Panel Df
5�onuc N I - 1 a " D@ik Typi 6 or VVR
DtPLhw
c,kniq!�-p * i (GAUG C—:)
Structural 6antiecrvon:
On.)_
36i
20
IDABOARON
+.i
P . 10/13
+ 006/009 F-469
Y;
I)JAPHRAGM
6tatc I
DESION
At Interior Supp4rfs; Hilts EhfP2.M-EONk22lX•EDN9 S at 3617 Pattem
B Un Funr
5zfety Factor
SDS— SFkm0 2.3,E
+919-252-8849
Dim
Impotent
De,�;Iqn Shinar Strength: ti
M.
LS
(11ch
Connectors un Shear
Per Span (PU;-) Span TT)
5.00 6.06 51
spwed at eMical
L =+. — _ +v+ B i o � mom %A - f." .*Mw , 4" i .M %� l �M, 1■, � � -MW A WMR
f'� � ee_ i4 � rr � rrr �� r—r � ,s_ �� � � � ems... �� a--rw �r �� "k` -T ��� � il•�
ZO
.
X64
X52 291
747
0.50
379
0,532
_266
334
284
0.517
130
303
0.503
453 X78
322
0.490
-7 400
340
0.477
490 422
359
0,465
520 441
378
0 _
541
13-
5 E52 479,
4 15
0.433
�..+ 497
432
0-4Z3
.
P+�
�'�,J�
1 1 C T -- -
'Ing 110t
General j
. �.. y -
.. fuer i+>•1�eeee�91Y. ■ � ■ t a i r f�Rl . �* # i mm4m& P 7 1 %I E "■ 6 Wk IN mmi" IMP
e
Sh"r,sCffness mcduUs" det iM ' by to following rqvmaConv
y
irE +► ,iie. �t mss.
3.73 --� '� �KJIN)
)(Sporn)
Where KI = erf�r to table for ,j K jinC)�
71111* Cp q ; t 2C. C.
f.:
•
D
1996i
F�6��a-03 lk 2082376344
D1:aRpm Fri-Hiltf Tach Eni
ilgil ULU 110MI [SDIJ r
C:al�li��ot�5 �ase� a�;
Diaphragm DozIp Manual, Samnd EdIlop
parka .data;
J y I�1VV 511U1111�I l,'oncrete FIII FC 1-1/2' VVIde Rib DeCc Type B or MR
Width
Dem a
T I tress 1
A
0
T (GAU
Structural Con nudot
At Inje or SU pgrjr
Sutton PLjc
Safiety f actor -
sof '�i SP=x,25
Design Shear Stmngth.
stitch
Q P n
Per p -
IDAHO_IRflN
"I -252-694R
DIAPHRAGM
DESIGN
3oD0 PSO on
dti ENFs1EN PI -#2,21-L1 5 0R 3814 Flatern
Design Shear Sfrength
67LF) Sian (�
.V 7/00 9 F-4
101M mr i -�' 9 1, F $Y
n01
Dicta; Mand2Y.FabNary03,2033
113n
il)ces O nor bayed on the CI n M
Z2S4 pff
7-00
F
DIAPHRAGM
DESIGN
3oD0 PSO on
dti ENFs1EN PI -#2,21-L1 5 0R 3814 Flatern
Design Shear Sfrength
67LF) Sian (�
.V 7/00 9 F-4
101M mr i -�' 9 1, F $Y
n01
Dicta; Mand2Y.FabNary03,2033
113n
il)ces O nor bayed on the CI n M
Z2S4 pff
12
----F r . f
2397 2334 0,556
ir
Shear Modulus je=rmirjed b
y the fbIlowirkg equz4on,-
G'=� K2.
I r * . ti- q. � °�.. •i - .
3.75 + 0. /Baan) + 3l ( Span)
Whem Ki &E FiefOr tO t . l a for tw- -
Fda Qpem=mpj�p
(KA M
KZ m 3.-Z.
63
7-00
��'°'.j�
V
�
22 �
�jf
�.+' .813 L
22, :
0,706
2275
5
M
2239
0-765
2250
0.73r
2302
2273
226c
o.0
6
6
229D2271.•
7
2329
2302
2281
er
2343
2314
2292
0.634
302
01,1313
no
230
233P
2313
0.
12
----F r . f
2397 2334 0,556
ir
Shear Modulus je=rmirjed b
y the fbIlowirkg equz4on,-
G'=� K2.
I r * . ti- q. � °�.. •i - .
3.75 + 0. /Baan) + 3l ( Span)
Whem Ki &E FiefOr tO t . l a for tw- -
Fda Qpem=mpj�p
(KA M
KZ m 3.-Z.
63
you oq-�Q03 �
MA 'rE)?1AL.5
TESTING �r
INSPFrwriNXIIoN
Cr
Environmental Services
Mary Taylor
BYU-Idaho
Center St. #82
Geotech6cat Engin
Rexbu,rg,.1D 83460-8205
M
m-
1ti
PAGE I OF I
REVFS14D V DA 'r E
'CI °L a 200,1
BENSONIRPT1 56 STS UCTURA .
TL.
LJ Uoristruction Mater
la s Testing
Ll SPecial inspections
Project* Benson Building
Troy
InsPee-Goin Dater April S., 2003
STRUCTURAL STLEL'4�ELpZI►IG INSPECTION REPORTOn the above date, our representative performed work On the referenced project as reported below.
On the above date our inspector met with Shawn Reeder from CTA Architects and Engytaeers to address itet�is nisi
Steel Report 4117, The engineer approved the following items. ed one through rine an Structural
Item #5 — TemPor-ary brackets Should be removed and thi
Item 46 — Eng' r �t � � ���, � �' � � �, and ren tocompleted,
� 1 would b . f cl rlt r .
cutt-
and not ori [he ends. 109 would be acceptable due to the design t1lat would cause the
ftem #8 — F-111gineer agreed that ledger would need to be welded on bodi
-111 In t C Center
Line � � . Approved planCOMMUOU& �� � ��Jsides, �� �r�� in one location. lI t JC)
_ without t l'C required. Steel' conte t f tion r feet south Epi on
aboveVerbal approva I of the referenced it ��� �� � �thereforedocumentation
needs to b welded ti, sides to considered
ire ritten d o u nta t r on frorn the tr-ictu
raj ClIgMeer of record for It � l observed that tear is acceptance,
�a�i�i�n�� �'rrnin
call for " 4' } anglel t ran conn �rtheroofthat the for excluded. . t 1 iiy
e from Rows
37
must
joists and deck. A 1/2 plate 3'x3'
t , the .rdplans �r� �r el t D.tr d � �� r� has been called out o in joi t and l toU restraints, the n iie r i t roc.and to weld fromledger tni for sheer rps, Dut
fit
Request for Information to c rr� te,
beam to embed la(e weld in the, awerefound to be compi"s problmi
The iFlsPectr checked
Line 5,31 Row F-9 lallt With code requirements. Their locations are steel below.
Lias 5.3, Row F5
Lire 4 . , Row E.9
Line 4.3, Row F.
Approximately eight feet north of Line and
ter feet east of Row D
Lire 4.3, Row
pro imt l I`i' t ' north of L 6`6"
east of RowF
Approximately 13" north Li rid 84 feet
east of Row F
p rit l 1' noTth of Line 2 widRow
Approx i ni t 1 # north of. n rid Row
p t 1 structural sel. , p i case cal
529-8242-
Respectfujjy submittedl
MATIEJK�L TESTI
1
evie e%d by.. Dan Kil<
Eastern Idaho Manage
ZINSPECTION I
+ riii l Signed COPY tO ce nt- BYU -J a li
CTA Architects, Cityof buy Jac -
�. �trutrr)
I ]� -�i() NJ IRki/linzi i-, SP1 C ."t r- A , I.-�
MATERIAL
TESTING &
I�I�p��TlaIV
D Environmental Services
City of Rexburg
P.O. Boz 10
Rexburg, ID 83440
M019T.URV DIN11TY
PROCTOR TEST REPORT
IJ Geotechnical Engineering
OA6E
REVISION DATE
JANUARY 7, 2003
C:IREPORT5�2{}03.10BS1E300fl1 6YU
BEN50N1PROCTdR 507-S.pOC
J Crus MiTp..qfinn
Project: Benson Building
Test Date, December 16, 2002
fle -�& N -09t -A2; F � �.F 6 Ems"^•
As requested MTS his performed a praetor on the sample.seferencedhela_w, _-The testing was performed in accordance with current
AASHTfl or ASTM stand�.�dS, TheresultsresultsObobtained in our laboratory were as follows.IF - -
Assumed Point Percent Dry
Sp. Gr. Number Moisture Density
2.72 1 3.6 130.8
132.2
132.1
11,6 1.6.9
la imus
Dry Density
Optimum %
Moisture
132.4 lb -S /ftA 3 6.4%
ASTD-4718, Correction
for Oversize Particles
141.0 lbs/f'033lbs/f'03 3.9%
Proctor Curve Zero Air Vo -ids
134.0
133.0
132.0
� ry De sift'
C
130.0
129.0
128.0
127.0
126.O
2.0 4.0 6.0 8.Q 10.0 72.0
Percent Moisture
Sieve
cent Sample
Sizers
FPasshig
.i
3.0 ��96
2.017
7
1 . tt
77
L"
62
./ t'5
0
/bop
1/2 TT
34
3/8 '1
29
1/4 tt
1
#16
20
1
460
9100
. 1
NASTV D698 and D1557 Oovete: 1
rsieParticles '
retainede Particles; correctable tip to 30% via ASTMD 4718 and invalidfor
o the in screen.
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan King
Eastern Idaho
Division, Manager
Zipeode Lookup Output'
d
T - input zip -cods 1]..s 83440.
T CODE
X40
LOCATION 43.8294 Lat. -111-7828 Long.
DISTANCE To NEAREST GRID PCINT 3_5440m
NEAREST GRID POINT T .
Proh)abllistic ground motion -values i
drcfjt Grid Point r
1#943160 1-339000 21.391720
0.2 sec SA 26.050871 34.857891 51.0 78449
0.3 sec SA 23.883020 29.947321 43.008141
1.0 sec SA 8.775045 11-702210
The input zip --code is.
dip code is zero and we, go to the end and stop.
PROJECT INFO: How
SETS MIC HAZARD: Hazard by Zip Code
I..ttn- Peq i
bia/zi,&cnd4%
.ntc"91
..11 Sg S I X-%7/eq/cg;-.
Page 1 of 1
1/8/2003
10 5G IPA` +208 523 2GR1 HOPER
ARTS STIAIDINSEN _ 1I .
Cooper Roberts Simonsen
Project:
D='4Ltir or
To:
`roma
Page(,);
Architects�r C, low
■■
PROPOSAL REQUEST #Q23
"A°"°^°.°'�fItl�Pi-PiOlT��11B6 - Ga�ilmnio� uamm nrniampmeeaAi
Mark Austin Engineering & Technulogy Owner's
Building — fain Level Addition and Pry er�� �QII
kemodel
BYLJ-1daho
Rexburg, Idaho 83460-S205
06 January 2003
Bateman -Hal), Ino,
14Q5 Foote Drive
Idaho FaIIs, Idahc) 83402-1 529
Cooper Roberti SiMunsen Arc;hi(eQtq Architect's
P,O- Sox 2421 Project No.;
Idaho Falls, Idaho b3403-2421
(208) 523-268,
Fax (208) 524-4435
One (1) a Y.31' h 11 y sheet, three {3) $ /,,
x 11 " attachment sheets and one (1) L7 X.'
11, " drawing sheet PSD.J,
Please submit an Eternized qootation for Changes in the contract Sum andlar Time incidental to the
proposed modifications to the Contract Documents a5 described herein-
THIS
IS NOT A CHANGE ORDER NOR A DIR5CTIONrOED
WITH THE WORK DESCRIBED HEREIN
Description:
1. Reference Sections 15410, 1 5440, and 1555.
a. Refer to changes indica.ted in attach' ed sheets from Heath Engfneering,
2. Reference Drawing Sheets P.Q01 and P-105
a. Refer to changQs indicated in attached sheets from Heath Engineering,
b, Provide additional fire protection�ror� existing system i n areas indicated on the attached
drawing sheet PSD -1 from Meath Engineering,
Reason:
1. Coordination changes were recognized WO Close to bid opening to be is�uod byaddendum.
Please submit your proposal within tPq (10) calendar days or notify the Architectof the date on which you
anticipate submitting your proposal.
End of Proposal Request;
Issued by: Graham Whipple
Cooper Roberts Simonsen Architects
Fax to; Doi� Clements
1311) Anderson
Lee Meacham
(208) 523-1643
(208) 496-2976
(208) 496-2480
Alan HVI
Chuck Frau
VAI Christensen
(208) 496-1860
(208) 498-17 85
(208) S59—,3022
L s' S� �' 14 I IA..• fS h I I qd -� •' rf ! ¢ ' T y + i tib+ L! c 7.ry, ,`I' �. r r_ •y` 'A
LP
11 , 'f i r hr i�$a� � �� 1 '.J I L s 6 JAr i !F`� S' ) r� � �' f L �4 ' + j F f f
01/0G/2002
1 ' +209 523 3G91
hE�Th E�GI�E��ING FpX �0, 901�220�90 P, C2J0�
BYV 1daho Austio Addition Addendum
Ul. CHANCES TO S.P,IP C
T ONS
iDI"SLTI-butionSeotr�Vping.
Add Paragraph 2.04 as follows:
"104 Electric Water Heater
A. 6 c ri : Capacit)�: 6 Galloa storage!, 2000 Watt sia�Ie �lemer��, 120 �a��.
Field `�$rif�r �xist��ig vel voltage ax�a �a��age too r,�atvh ex�s�.ng pri�sr �Q
orc�er�ng 1 -.Lew.
s
Healy.?P�• �u�ruedid�nsatyelem.ant�ern , Fir�sulatianNon-
simu aneous ejeme.nt aperalivXl, Glass lined tarp
Three -}rear limited u�arrarat�r} Teravwatwe �c prossIlTe ��� iea �v�ic plvetectian,
ASH�RAE 9a, � cOmplra.nt for �'hernial effic�.exa,�y' and sta,n.dblosses,
.�
Insralwith heat traps of irflet and r��.}�tjet. �
C-1�Ianu ,a� �: Subject to com��Iiaulce fW.111sh water heater of one aft.1je
fvllovringq
if A, 0. SMiTh Model t)el-6
2- AmeTican
3. State
4. Rheem
�. �n�ta�la�ion:
I. P,
Gene��,1:
ln!st-�11 water bcaters hi accordax�cc with �.at�ufacture,�`s
installat�on ins�rc,.ftions. Install unity plunib;amd level, firmlyini�'tiu�r�chored c��, i�ax�mn��
ruvmme11de,d Clearances�
2. PADMR. Co=ect hod and cold water piping to ullits With shutoff,val,valves���s and unions. Extemd aeliof valve discliarge to closest floor
d 'raMF Or as indicatcd.
31, Electr'cal LTi ' In�ta1� ��ectrical dev�i��s fiurni�hed by
m�n��'�.aturcr bd r��t ��ified t� be fac�ary-rnounted. Furilish
copy ofmanufacturrr'ti
Ir-staller. wiring diagram subrxaival to���ctrical
4. VcrifY that electrical wiriitg insTallatioll is 1n aoCOT"d3nCe wi-ffi
ma��fac�t�r�rT� submitkuls and installsti4n requirements of
Division- 16 sections.Do nit proceed v��th watera#er heater- ststart-upuntil wiring inst�lati�n is aceoptabie to water heatel installe-r.7p
171-2 Section 15440 PAujjjbing Fixtures
Paragraph 2.02.3.a,: The Bush valve connect] on for Lhe urinal is to be a,'/4"7 top
spud co=eczion in of I � 1/411'r
1/O/:2 10'5G FAX
JnN-Oa-2003 FR I
0 IF
IRAQ
tso'C (t.�a'A
+208 523 368 COOPER ROBERTS SZl.IONSEN
10' 40 RIS HEATH ENGINEERING FAX NO; 801322049"0"
IIS -3 Scction 1554 Chern1cW Xeaxrnent
:add paragraph 2.03 as follows:
"2.03 GLYCOL:
C62'5
r". D3/06
A, Contractor shpJ1 furnish and insfall glYco] for all modified and neivy
systems at the percerita-4�es andtyp es naffedonthed xawings."'
111-4Sct'1%6- eon 162 10 E--meT, geney Standby Engine Generator
�itodify
Paraaraph 2.01 as fol;9)yd-
9.01 S"esel Eng4na-Gcnerator Set 30KVV_
Modify
paragraph ,K.6 u5 fallowsl
6. S_UbmBaSe Fuel Storqg anL--: provide a UL listed qua). wall sub -base fuel
stQxage i4nk with 24 h�ux I ca,pacftry under fUll loa.d. Th� tank 5l1all be
provided with a listed leak detec sYstcn2, which shall be, •vix'ed to indicate
Ieak at a wall innunfed a=unciator mo ed adjacent to the. eajgin�,; generator
annt.noiatQr. The contractor shali provide 1 dor 011-sile testirig and shall
JeaVeL the tank full at time of subsant�.e1 coin le Tho tanksl 11 be nnar1'e
of corrosion resistant a1wmir,ized steel. Tank shall inch, ovax-fill prmection;,
fUel bevel gauge, and visual tank-to-daliOn anufacturer's
proivtypQ tests shall have 'noluded set -mounted endurance tong f�r
vibration and stross anaiYsis Of resOnant frequencies, shape dis#aa�Y andd��pex�in�,
'.
IVIV REVISIONS TO 111 D W,NCS
TV- I Drawing P -Q01 Pl=lbing Scheduks and Details
a) R�farance Large Scale Plumbin� Pian: Thi ��Id, hat, �uast� and vent
PJPj&ng sez-v3ng thc lavalorics located in the mell.'s and Women's
Restroonis must be mOvl°d to the SdU.t'I tC3 lilfte 'LIP with the actual location
Of the fixtlues. Refcrenc � the arohitectuxal drawymgs for actual iacation:s of
the plumbing fixtures.
b) the
New Fixe Spfinkle_r Detail: The check valve shown iia the ire
department connection line is to be installed suchThat water flOWs fr0rn
the, outside cvallecLion to the fir6 sprinkler ris017. Thadetailshow_qitinthe
opposite direction,
01IO2/2003 10:57 FAX
JAN -03-2003 FRI
+208 522 2GG1
10040 AM HEATH
COOPER ROSERTS SIMONSEl1
ENGINEERING PAY N10, 8013^20490
Ing in Floor Plumbing/FP Remodel Plan Area "A"
A, 04/Q6
�) The cantrac#car shall design and proyjac new i-Irt: sprinkler piping 81-1pplied
fr()m the existing fITC 5pfinkIer systexn for the, existing '�'�rneri',s 1 OAY
Men's, 1 Custodial Closet 122, , Hallway Arias � 8�4, � � aid � �, =d xilc
laflUilig dor Staircase I C. Reference the attached fire protection
sup�p1ementa1 drawhig PSD -1 for clarification ort,he additional fire
PrOtection meas of the exishallti37ir '6u�ldin��
b) The contractor ���I design �� provide yew fire sprinkler pipirig su,�plied
Exam the ex�s�in� LIM sp�rlnkl�t• �yst��. for ih� new St�d�x AT -ea 11OAr
ReA,xrencO tile ettachcd fire protuc 10n SIIPPIeMeI-ital drawing PSIS - 1 for
clarificatiou of The additional f1r(,= protection area of thvexisIW2 bu'jdilln.
C) pr�v�de c� new water h�at�z to replace �h� �x�st ila water heater located 3n
the cabinet b�mlow the y ew WorL-r Sink (P-4��). R-eft�revnce the speczf c�.�ian
ins=1uded in thiffs addendum fcjl- section 35410 for size, Capacity, c��. r�he
contractor shall remo'��e and d- of t�� �,�isiing ��vater heater
XeParatory for installation of the neer.
ISI- Drawing Bm 10.5 Bascmcnt EltetriCal Remodel Pali
The uo t c��r�,dd-,��u9l 1 eak detection anMunciator pane ad' acent to
the 90]Qerator a�nun��atvrpwic1"A,TRi§% -51-incj
- k a 1'r conduit with 4
paix ;4 7 2 cQndttctoa's back t4 the generator, Any re u1rm..
c4'
����v�.t ewer
Ckp,-
��
shall be, brought from paned 14
.
1,V-4 Drawing E- 1 10 Area A Lighting Remodel Plan
IV -5
TV -6
7V-7
T.1 �L -'k 1,0"+
a) See the new fi`g in11 C.7 15P 16 �uid 171C,
ule attached which adds fixtures 12.8.
Drawing E 10 1 Main F I o oT Flectril cal Deni
C,
vlitiun Plan Afexa A
a1 wee the xtt�ehed sk�tclzes adding the demolition of ]fight fixtures iii rooms
12SE; 125F, 126.--.
b) Sae the att.3chad sketches adding thede'tno}iEio�of Iight fixtures in rooms
140, 14014;, 128, 152, 125D, euzd 188,
102 Main Floor Electrical Demolition Plaii area S
g) See t9E"-nac
.sketcfles adding the leInc)II-tion of 19111; fixtiircs in rooms
160AV 161, iso, an�i
See, �ie �.ttac,�ied sketches adc�in��T the ,ema��t.4f lie}�I fixtizes in roams
156a "d180
uing 'EZ 11 Ma" -L Floor L'ghting Relllodcl FIan Area A
a) See the attached ik�6W"--addia"-ew light fixtures ire z'aoma I25 E, 1?SF,
1 10-57 FAe� +208 ]
d
Ll—
UiIL
Y
E
I I �
O'ER ROPERTS STMONSEN
- reams � a
'0
--- FL
lv�H wv OVIOT
I� vo5/oo5
0
lay Booz-�o-Ndr
MATERIALS
TESTING F!
INSPECTION
C1 Environmental Services
Val Christensen
City of Rexburg
�.0. fox
Rexburg, ID 83440
MOISTV.ni iiN0ITY
PROCTOR TEST REPORT
U Geotechnical:Enginee�ng
Q Construction Materials TesfinQ
FSE # 1
III
hEVISION DATE
DECEMBER -1, 2002
BEI WPRO TOR 508- .D
Project: Penson Building
Test Date: December 16, 2002
LJ l :l rfi
As requested MTJ has performed a proctor on the sample referenced below. The test*
ng was perfonned in
accordance Frith current AASHTO or ASTM standards. The results obtained in our laboratory were as follows-.
Source,
Date Obtained:
Sample
Classification
Sample Prepared:
Test Standard:
Native Silty Sand with Gravel — Stoc
December 16, 2002
508-5
Silty Sand with Gravel (sm)
Assumed Point Percent Dry
Sp. Gr. Number Moisture Density
2.62 1 4.5 109.5
.1 115}
15.1 114,3
4 1. x`.4 10 7.4
N#visfi:
Dry;
AA5HT0 T 99:
ASTM D C9 8:
Maximum
lied at Mount Benson
X Manual: X
Mechanieal;
AAsxTo T ISO:
ASTM I] 1557: X
optimum %
Dry Density Moisture
117.1 lbs/ft
AST M -4 718, CO Treat ion
fo r 0 v ersi P anti to
122,x' 1 h /ft
10.7%
%
Proctor Civ Air Voids
11$.0
116.0
>% 114.0 •
C 1
0 112.a
Cry Density
q
110-0
108.0
106.0•
4.0 6.0 8.0 10.(3 12.0 14.0 16.0 18.0
Percent Moisture
Respectfully submitted,
MATERIALS TESTING & INSPECTION INC.
Reviewed by: Dan ling
Eastern Idaho Division Manager
Method
B
'lee
Percent ample
size
Passing specs
+011
too
*Ott
93
1.511
8
Lott
85
1f
84
518,E
1/2
82
/811
80
tett
#4
7
#8
74
#1
916
7
#.
#3 0
69
940
#50
63
#0
floc
50
#200
39.7
I rye Drive, Ste. C, Idaho Falls, 208 529-8242 Fax 208 529-6911
TRANSMITTAL LETT,ER
PROJECT. Benson Building
Rexburg, Idaho
TO-. Val Christensen
12 North Center
Rexburg, ID 83440
208-359-3020
FROM:
Brian Hauff/ Robert Hinton
WE TRANSMIT: [E herewith
PROJECT REF.-, 13YUBNSN
DATE: July 19, 2002
If enclosures are not as noted, please inform res
immediately.
If checked below, please-
N Acknowledge receipt of
enclosures,
[] under separate cover via,
in accordance with your request:
FOR YOUR: approval
[]
information
THE Fol -LOWING-- M drawings
specifications
� product literature
❑ distribution to parties record
[� review & comment use
[] shop drawing prints samples
Q shop drawing reproducibies
❑ other
Code B. No action required. . -.- --- . � . L-1_ ? U1 1">1Y1 Idwtt-, ag)U r(JrWaralng as noted below under f E ,
C. For signature and return to this e., E- See REMARKS below.
COPIES TO: with enclosures)
M BYU-1 (Rulon Nielson) z
Z Idaho Branch inc Assoc. Gen. Contr. �
� Assoc. of Geri. Contractors �
�
McGraw Hill Contractor - Dodge z
coPiEs TO: (with enclosures)
�C] F.W. i3odgellntermnt. Contr. X
rT �
The Builder's Exchange F7� Twin Falls Plan Room
REMARKS:
Val, here are the Prints and Specifications for the Benson
Would you also have Chris Huskinson review these?
Thank you,
Robert Hinton
g:lbyubnsnldocumentslcarrUd set dOcumentsltransmi[#ai leiter -vat cnristensen 07.19_doc,
Page 1
Building project...
(SET # 4, 5)
CTA Architects Engineers
1185 Grove Street Boise, Idaho 83702 . 336. 4900 Fax; 208. 343. 3531
h : www. �—igrou. om E-mail: 1 (Yznm
1u1.25. 2002 2'•12PM
Date
To
Attention
Sent By
Project
Job Ref-
Fax
No.
Pages Sent
Hard Copy
Encl.
July 25, 20uer
City of Rexburg
Val Christiansen
Brian Hauff
Benson Building Addition
BYU13NSN
208.359.3022
25 (including1his cover sheet)
W111 tollow X W-11.1 not follow
Owner review comments and responses
Val
Per year request, here- ars the responses to NYU Jdands fawner Review Comments.
implemented to the drawings and speeifiCatians as shown in these responses.
!f you have any questions,, please contact rne.
Thanks,
Brian Hauff, AIA
Projeot manager
CTR Architects Engineers
' ns nod ocu me n 1rQrr fa fo - city of r"bud -7-25-0240C
R
These have been
CTA Architects Engirz
185 Grove Street Boise,, Idaho 83702 208, 3,36- 4900F,
r 343 f 1
tlttP'//N�-ior-ctag.,rOUP,.com-mom` boise1-r1fQ@rtagX-"-P coin
Page 1
Juk2l.. 209% 2-12P�,,l
TRANSMITTAL LEER
Comment:
E235F
Response:
soil 24" Deep
To be corrected by Addendum -1.
Comment=
E233C — Door should be on the North of room �nstead of the South,
Response --
To
be corrected by Addendum -1.
Comment:
How do you exit tete building and access the storage room?
Response:
0
5 6 5 31F. 212 5 1
x "
C
To be corrected by Addendum -1. The exterior door will. be removed and an interiar
door will �e, added.
Comment:
Confused about the sink style & position in the,
you locate fufther east of the doorway?
Response:
head house. Are there 5 sinks? Could
There will. be a correction from 3 sinks to 2 sinks by addendum -1 _ Their location
cannot be further east because of:
1 . Electrioal panels east of the doorway
2. Lick of sanitary sQwer line on the east
CommentV
What is a `°V" Groove on detail 1 O/A204?
Responso:
This in the EIFS -is for accent lines on the building.
We would prefer Argus or Prevera control systems in the Greenhause.
KeSponse:
'Thi's has been passed a
n to the Greenhouse consultant.
Comment:
Change furnished by owner to furnished by contractor and delete Kiddie and add in
preferred band name — Ansul 10 Ib. ASG.
Response--
We
can change to Furnished by Contractor but this will increase the budget. There
will be a correction of Kiddie to Ansul by Addendum -1.
Comment -
.6
E erior wall dor Skylight shows X18 gyp bd with EPaNI as exteriorfinish. Review and
spec a tiles backer -hoard or an exterior product.
g:1byLjbnsnldoc;umantmcorntransmitFa# isttar - tulan nielsfln U7-9 i.dvc
Page 2
CTA Architectr Engineers
1185 Urove *.7U eet Boisey Idaho 83102 208- 336- 4900 Fa..�t 208 JTVe 3��1
�ttp:/,f �nuw,ctag�ou�.com E��il: �,vi�c�r�v�ct�gcaup.cana�
Jfl,25-i 2002 2:12PM
TRANSMITTAL LETTER (cant.)
Response:
T 19t JX1 gyp, Ld
. is an ex4erior product,
Comment:
Provide detail and spec for picture rail in halls.
Response:
There will be a correction by Addendum -i.
N o,. 5 6 5 3
F• 3/2 5
Comment:
Toilet Accessories TA1 08 1 TAII 09 (book / coat racks) should be contractor furnished
and installed.
Response.-
These
ars the same 'Items used in the labs and they are Owner turn] -shed and
Contactor installed.
Comment:
Carpet installed shall be certified to instali "Lees" Unibond Backed Carpets and
Mannington" Delta AS Backer Cara -wet and carpet dile fir both �or-�panies.
Response.
To be corrected by Addendum -1A
Comment=
SpecIfy "Schl
Resvonse,-.
ale Primes" key system -
To be corrected by Addendum -1 .
Comment:
Specify "American Sating Go." as the preferred-
Responsu-
To
be corrected by Addendum
Comment.-
Titles an prints should much.
Response --
To
be corrected by a re-i:ssued set to the successful contractor.
Comment:
Section bubbles on F1 01 should have cin RLQ" in front of 301.
Response,
To be corrected by Addendum
Comment:
Two section bubbles on F1 01 have the same number.
Response;
Ta be corrected by Addendum -1 .
g:IbYubnRnldorurrEen#staojltransmittgf leper - rujon nlelson o7-1 -i _bac
Page 3
CTA Architects Engineers
1185 GrOvc S#xcet BQxse. Idaho $3702 208. 336. 49 30 Farms: 208. 343- 3 31
http_!/wwW-�ta9aup.t0m �;-pai.ail: baiseinfnQctagrvup.com
25 2002 i ,12 P;
TRANSMITTAL LEMR (cont.)
Comment:
Construction staging area on south end (ADO
Response:
To be, corrected by Addendum -1.
Comment:
Detail S
Response:
o,5 P t 4/20
1) conflicts w/ fi�� lane shown an C201.
ymbols refer to wrong details on sheet A004 & A005.
To be -corrected by Addendum-1 .
Comment:
Detail
Response-,
symbol on sheaf A1 00 needs numbers in ft.
To be corrected by Addendum- 1.
Comment:
S heet A 10 1 has two detail symbols (1 /A 907).
Response:
There are actually three symbols with similar call outs (1/A1 07, 1/
Comment:
A 1 0 1 — Deta i ] symbol 3/A3 0 8 refe ris to a nvn-existent d eta i 1.
Response:
To be cora
Comment:
A308
Response --
To
be
cted by Addendum -1.
there are three details with the same number.
corrected by Addendum -1 _
Comment. -
A 1
02 — Th e ro ars two symboIs (3 01A 1 D9) the :same.
Response:
These are correct — One is "Similar" to the other.
Comment:
A1 09 — The detail 2/A601 should be 2/A602.
Response:
To be corrected by Addendum - 1.
Comment:
A303 — The detail 7/A307 should be 6/A306.
Responsel
7o be corrected by Addendum,l.
g:lkayuhnsnldQcumen�slcnrr\#ranssniktal ie#her - Fislpn ni05pn U7-7 7.cloG
Page 4
CTA Architects E
-
x ISD 83702 208
A70 1 & 7/A1 07).
Ju11261 2002 2,12PM
TRANSMITTAL LETTER (cont.)
Comment:
A305
No, b 6 5 3
P• 5/25
w-- The detail symbol (101F102) refers to anon-existent sheet,
Response--
a
possible that Brett Johnso
sheet and this should be checked out.
Comment-.
A/308
Response --
— The will section detail reads 2/A60.
To be corrected by Adde'ndum-1 .
n's set of prints da not have a F1 02
A401 -- Thi east entry ramp detail is 5/A403- Thisi$ wrong.
Response,,
Tb-isis correct—
Comment:
A402 — q11 detail symbols on this sheet should read A4-02 and not A401.
Response --
To
be corrected by Addendum -1.
Comment:
A601 — Detail "J" should have a section symbol reading 1/A603 and not 123/A603.
Response:
To be corrected by Addendum -'I.
Comment.:
The S00 sheets - the plan views have an "X" in their symbols -
Response:
To be corrected by Addendum -1 _
Comment.
A900
— The symbol with the overall ceiling pian should read 1 /A900 not 1 /A 1 02.
Response:
To be corrected by Addendum
commentF-
(;heck the section symbols car the sky bi1dge after the details have been
corrected on A308,
g:lbyubnsnldacuman tslcarrttrenamiRaj [et#ar - rufon nlei sQn Di-11.dpg
Page 5
CTA Ax11ch*teetsn r
I IS 5 Grove Street Boise, =11�
Idaho 83702 208. 336, 4900 Fax; 208, 3,931
'j
tt � r t. o .. m -mail: � Wfb@ctagToup - COW
1002 4 1 5 2
1 3 P �.��
"-5 6 5 3 P 6/25.
TRANSMITTAL LETTER (cont,)
Responset
To be corrected by Adderidum-1
Comment -
A902
— 1/A901 should read 1/A902.
Response:
To be corrected by Addendum -1.
connmont_-
A903 have incorrect symbol call -outs,
Response:
To be corrected by Addendum -1 _
Comment:
F 10 1 — the h u rn strobes have nurnbers but riot notes on this sheet to desia nate them_
Response:
This information is located on E100 (Legend) and the E400 sheets -
Comment.
Response-,
F102
here are a lot of detalls but no references on the sheets.
The details are used in many locations and so frequently that noting where they apply
is not practical. These detaifs are to be followed when applicabje.
Comment:
F101/102 —
Response -
r,
Where ars sheets 3 & 47
The four sheets referred to in the title block are far sheets G1 01, F101, F1 02 & R1 01.
Comment.
A002, A003, A004 & A005
Response--.
These
project
nates
Comment:
A001
Response:
What is
Comment'
Note "M" is covered in not _
ars covering two different issues and should be kepi for the good of the
Note "H" is unclear,
unclear about the nate?
A100 - Wail type notes: Where are they keyed?
Response--
They
ars keyed from sheet A001.
AbyuMEM dOcu m 9 nIskG.o rAtran unifial i;ir - gull n nF lean or -i doc
page 6
CTA Archftects Engineeirs
1185 Grove areet
A 702 . 336, 4900 Fax -A _ 343 _
1
httP://w `-c,ou . m .-mail:"�coUP'COM
J 2 5 2 002 2;13PM
ANSMITTAL, LETTS-
To][R (cont.)
comment-,
A1 02 & A502 - Do th
hold apes?
Response:
NO, 5653
P. 7/25
e doors from E2D Corridor need to swing the other way or be on
These doors swing the correct way and are not to be on hoid opens-
5
cam�nent
Al 05 - Detail 4 needs a leaf cap o
response:
To be corrected by Addend um -1 .
Gornment:
Al 05 -- The
Response:
n the overflow drain.
EPDM is to be fully adhered.
This roofing material IR to hia manhanfc�lh� �44orhor�l but � �.f�.:x,...�:,...
added
change
07531,
Comment:
Al 04
Response.-
--- -,..r - - ---_� . _.__. ..... 4-.- �..► � � ivv� �a.sf Y G7 l.lff"fl llra1.IVf 1 l lVLU URM i De
to the prints saying - "Fully adhered at all vertical surfaces"_ 70 make a
requiring a fully adhered roof would be a budget issue. See spec, section
pale 9, �3-�D).
V\/hat material is being used in note 13. There is nothing in tho Spec,
The
spec, section is 07531, page 6, (2,8A). We will also g�v� a ���r�fca�iar� r�nt� ran
the Print at note 13.
Comment.0.
:
A1 05 - Detail 9 - Add lap sealant note.
Response:
Where is the note to be added?
Gomm
ent:
A105 —
Respon,se-:
Please see sheet Al 04.
Detail 4 — overflow drain, There is no roof plumbing plan but we need ono
Comment.A
A 1 06 - Thi landscape storag e b 04d i n g is not on the site o1a n C 102
_
Response:
This building �s on G201 _
Comment:
Al 09 —Detail 25 —Add a note in the, spec. "AI! CMU to be solid grouted" -
Response:
A clarification note will be added to the p U1`nts and structural covers that s
:lbyubnsnldocumentslcorfllransmitta� letter - Man Nelson 07-1 I.dau
Page i
CTA Architects Enginee)rs-
Bolue,
itiaho 83702 208. 335. 4900 Fox: 208, 34.3. 353.1
httP;/ jw�.vw•Gtag.-oup,cona E-mail: baiseinfoQctagyroup.c=
Pec�fic area.
Jul•25. 2002 2:13PM
TRANSMJTTAL LETTER (cont.)
No .5653 F. 8/'26
Comment.-
A502
-- Detal'l 6 — If corner guard is plastic (clear) like we usually use, they the chair
rail should go to the corner.
Response:
The corner guard being usedirs a heavy duty guard such as used in hospitals.
Comment,,
Greenhouse -- An outdoor hose bid is needed an the landscape storage shed.
Re:spon,se-
P
To be corrected by Addendum -1.
Comment -
.9
Greenhouse — Outdoor light on the landscape storaae shed.
Response;
This is
Comment--
covered
on the E203 and note #6 -
Does
the room F23113 have pos-tive air p�essur�?
Response:
Yes.
CommentAA
Greenhouse — The head house has floor drains and not trench drall-Is-
Response.A
i Here was a concern about the depth of the underground sewer line so floor drains
were put ars the prints_ If the I-Ine is deeper to allow for a trench drain then that could
be added if desired by the customer_ The floor drains wauld be easier to maintain.
Comment:
Greenhouse — There is a need for a ffour drain in the cooler floor -
Response:
We virili chick out this issue more closely but our pian dQeS account for a floor sink for
the 0001er condensing unit.
Comment:
Greenhouse
-- RO wader in the covling system'
Kesponse:
RO water is not a good ides in the cooling s
Comment:
Greenhouse
Response:
— RO Water in the hose bibs-
y5temIr
There are stub opts into the GreenhouSe for the contractor to connect to and he will
be abbe to design their use and location-
g:\hyubnsnldocuMenta\corr\tfansmitwI
letter - r jon njelson 071 1.diju
page 8
STA Architects gineers
11$5 Grove Street E;axse, Idea 837�� 248. 336, 4900 Fax: 2[}$. 343. 3531
httP: j/w%vw_ctag,rvup.coaoa. �-r�.au1: boiseinfo@ctagaup.cvra
2002 2'13Nd
TRANSMITTAL LETTER (cont.)
Comment:
Greenhouse — Hose bib
R�span�e�
No -5653 P, 9/%5
'spHi�l Wi(f�i �iii� VYalf 5. r���t VRIIJ, Iniloo And out,
The number and location of these hose bibs
from the professors' desires.
Comment:
are accardin�to Max and ars ditrerent
Ureenhouse -- House 2. & 3 have under -bench had water heat and we wa
eliminate the ebb end flow benches and go with all rolling bcmches.
Response:
These issues have been passed onto the Greenhouse consultant
Comment:
Greenhouse --- Concerns about drainage for the eves
Response--
uld
like to
t side of the greenhouse!-
Unless
there is a membrane or a concrete slab ands
IF tho ground.
Comment:
r the soil, all the water should go
Greenhouse -- There is a fan jet I HAF concern based an Ourinformation..
Response:
These issues have been passed ars to the Greenhouse consultant.
Comment,4
Greenhouse VVe want to go wfth Argus or Privy control system.
Response.
Theseissues have been passed on to the Greenhouse consultant.
Page 9
-CTA Architects Engin,eers
1185 o of a Idaho 83702 - . 4900 Fay 208 343. 3 531
httjp-.,//ivww,ctlagroup.com
1
PROJECT TJTLF
REVIEWED BY:
p
REVIEW nr)MMg hr-rc
S��san Buildina A�difibn
N o - P. 10/25
Date: Z�Z 0�
t rl 04 Reviewer COmm.-entsage No.cK p0 Remar
41
AJc�, � l� �QRJiI I'll 11 illo61jr4,UPV4,
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a
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7S
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�,, ' `� 'F;
REUf��I C�I�M��1�T�
PROJECT 1ITLE. Benson guilding Addition
REVI�VVEr
BY: Y_.l_ D , . � r � •.- -
Sheat Na:
Pace Na.
ib7Zl'3
lG 72 - / t)
IZ5
Reviewer Comments
nor i'r W
12-L
Ar
CK
t
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PROJECT TITLE
ReVIEWED BY.
Sheet No
Page No.
F>1D1
Z96
REVIEW COMMLNTS
Bu1icling AddItion
Mechanjh;al Shop �
Pa�� i 5430-4 ,
Prefer Leorard Valve
Thermostatic mixing water- walve
15166-2
2. 1 - AE 44 1 Prefer M EP 0 0 Con den s2te Recc)ver Sf-a+j 0 n..
Sheet -1E Stearri PR - 02, PR - 01 ; Prefer Spenoe
M101 �
Sheet
M101 Steam gaps, P�:fer Armstrong or Spirax Sarco
M
5 E 6 3
P. 12/25
F
Date: �� July 212002
Apo .irk & . — . s . . . . _ a.
u
9-
20
0 2 2
13
P
h,
PROJECT TITLE
ReVIEWED BY.
Sheet No
Page No.
F>1D1
Z96
REVIEW COMMLNTS
Bu1icling AddItion
Mechanjh;al Shop �
Pa�� i 5430-4 ,
Prefer Leorard Valve
Thermostatic mixing water- walve
15166-2
2. 1 - AE 44 1 Prefer M EP 0 0 Con den s2te Recc)ver Sf-a+j 0 n..
Sheet -1E Stearri PR - 02, PR - 01 ; Prefer Spenoe
M101 �
Sheet
M101 Steam gaps, P�:fer Armstrong or Spirax Sarco
M
5 E 6 3
P. 12/25
F
Date: �� July 212002
Apo .irk & . — . s . . . . _ a.
Jul•25. 2002 2:i3Plv�
f2EViEW COMMENis
I
PROJRCT TITLE-, 13�nson Ruilditig Addit!
REVIEW
Sheet No.
Page No
rpa
4A?
1
V15411P -�-- q
ml
D BYr
aZ�/Qf rqA
JkL
7k -.5;_Jet. ::5rP ;5.czpt-V CC So C06
Date:
ir 13 jr).13/25
No 561
5 5, 2002
i
i
Ir
2:14PM
PROJECT TITLE
REVIEWED 6Y'
Sheet No.
Paqe No,,
m 501
M 601
u
RrVIEW COMMENTS
Benson Building �ddE�ian
N t5al Sh'106v.-W/Ar.
R6viewar Comments
1
I
ShDf—fiaedsr for ifl wat r t �' E
f0T he2tfno mat; r tmiko, in jjjj,!!:j+A
r .Winwith i
nj Eicf�ion .Ci
and 60 gallon Ern F
l 'iii rA`Ji ate. \ 1
1
Pre -heat I Re -heat togethier bQfore �
an- Purpose?7
"Third p�dy con#xafs not aac�optaoje" �hould 60
accep�able as approved,�E r � ac�uatars are often
used (cXampie acceptable)
15625-3
2.7 A Chiffer manufac
USE McQuay.
tUrarS aWeptabie_
Qb NOT
1$975-1 10/_ I
A-2 E)CISting JOMSC)n "MetaS)rs" or t�xisfng Siebe
l"'UR -'MSV or Tridium (Yamus Controls)6 Themshould
b�e competitive biddirig for theGOntrols.
16975-2, t"111 -1
2A A-3 Not Automated Logic Controls by Clima-,Tech.
1.7 A-'# New system to ind-Icate trouble upon troubj� s1�,n�!
lt�)M existEng: _
A-2- New system to go jrto general alarm �' exFs#ing
system goes into go�ieraf alarm -
A -3 N evv SYsteM to p P,�rform indicated e�����4� pper�tion�
A-4 flaw system torelease mac�riet�c door holds
r''`Exlsttng systi�m to b,.:�% (eplaced ]h the fLiture, with
Old ZOn% fransfarred to now system -'b"
i
No 1 5663 P - 14/25
Date: July 3, 2002
CK I DO I Retniar'ks
Ir
AL
111&*"V4rX1Y
a
P! L '-R '&L Pok PkL % I A 5 ii r Am A A
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JuJuk-2520021ai_[:,'4P�f•RICYS COLLEGE PHYSICAL 'PLANT N o ;5653hi ;,Op,�P. 15/2 „5
REVIEW COMMENTS,
PROJECT TITLE: Benson Buildlog AddKlonDate?X JUiy 3, 2002
REVIEWED BY: Forrest Barnes
Sheet No,
Page Na.
Reviewer Comments
P 402 E Z330 Pesticide Rown needs an eMorgancy
Wash Station eyes & shower
P 3{12 E X35 &-E 235D Both green hOIA;0s are 51oped
laver than, the rest of the building. Is thare ani
dr1nage field or dile to keen water from pondIng up?
Or W111 natural drainage take carp of jt"�
P 402 E 233G Piaqtiride door needs f6 be Moved North
land sWing open ❑pposita direaion, Injeotor pump?
noeds rnQved West W corer. W`
{
2a2 E 2;3C Pesticide loom has no uent4aton. Efthev
Ve�nf sv fresll'alr- replaces the inside sir which is
tOxic Or lits mcve pesticide, room out 8nd pit next
f0 Outside metal storage to the south of greenhDUSe
bOUJUse of toxic odors ---and leave E 233C as extra
jeorage&
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PROJECT TITLE
R�VJEVVED BY:
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Page No.
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11
REVIEW COMMENTS
6
Ser)son Building
N o - 5 6 5 3 P. 16/25
T-4 5 8 P.Ott "r-6 62
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I - 2 5 2002 2�'i4PNf H 0 5 6 5 3 P.
REVIEW COMMENTS
PROJECT TITLE; Benson Building Addition Date: July 8, 2002
REVIEWED BY. Ben Romney_
Sheet No, Reviewer Comments ctc DO Remarks
page No.- I I I
P402
outdoor hose bib needed on the jandcape stcsrage shed
outdoor fight onmetal landscape storagersbed��,.
E231 3 i5 to have positive air pressure
I I
head house -drainage (floor drain 'vs trench --are we reading ec��`r��`cfty that there are floor
drains instead of french? Will that work= or do we need trench?)
drain needed in headhouse cooler floor
reverse osmosis water needed in greenhouse cooling systems ,�,
�� ted, �c
rev asm. VVMer in hvse"fibs in greenhouse #
%C
hose bibs an greenhou5Q south walls, Past wails, west walls; inside and outside�� �► ''
there should Eye R0 hose bibsin cool
ir�g caoridor, 1 each end and 1 i middle'
Ulu ���
I I I
greenhouse 2 & 3 should have under -bench hot, water head
also, we would prefer to elirninate tne ebb and flow bench, and have
X11 ra4ling benches be the same (should be a savings there)
cvnoernS about drainage from west end of greenhouses 4;, 5, and Hndenburg, and Jab hcus�
After much cheQk)ng and research with induStry, We would rather not have fan jet heating
and air c'rrcufa.fi0n, but desire to have NAF fans with heaters (I -Ike the hind ;Pause and
lab house) or could be perimeter or end heaters with HAF circulation
this may effect the cooling stages, as some type of louvered sir intake may be
needed during winter cfla[ing, rather than bringing air through the corridQr. We
have seen systerrts in pllaoe that do this, and foo! thiS will be a better Sy -Mem fQr
our
reeds_ I I I
As already mentioned, we wait to go with Argus o1' Priva control systems. [hive
asked Forrest Barnes to have these cvmP2nies contact you directly via email etc..
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PROJECT TITLE:
REVIEWED BY.,
Sheet
PQ. 14-240-4
E1 02
F-102
REVIEW COMMENTS
P. 18/25
Benson Building Addition Date" July 2.12002
Electrical Shop., Steve Price
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Jul.25. 2002 2:14NIv-1
PROJECT TILE=
REVlEWLD BY:
I
Sheet No.
Page No,.
No.5663
RIEVIEW COMMENTS
P - i9/25
San -son Building Adcfition pate: -July 332002
Neal Shirley--HVAC
Reviewer Com'"F"11
ments
M 501 Shot -feeder dor Chill water mak$op and Shc)Veedier
for heating waf8r- makeup. Need water treatm'ent
statioils with Injec�ion dumps and 60 gallon mixiItanks. rrg
M 5U1 IPr2-heatt Re -h eat to e- th er befo re fan P ose??
11
ki Third party contro]s not acceptable"' shavU be
acGeptable, as approved. Blimo actuators are after
used (eXamPle acceptabla)
15626.3
2.1 A
96975-1
1 .9 A-2
15975-2
2.1 A-3
16721-3
1.7 A-1
Chiller manufaGturerst accepfiabje,,
USE,McQuay,
DO NOT
Existing Joh%,on Wetasysil or exisfing 8iebe
41U1tjVjSr, or Tridium (Yamas Conlrols), There should
be eompetitVe biddIng for the ca.ritrdlS.
Not Automated Logicvg�c Cantrol� bY MM8^Tech.
New system to lndic;afe 'P,
t�nu�I� u�o� ��ou�I� signal
froM exiSting.
A-2- N6w $Ystem to 90 iritO goneralalarm if existing
$y5tern goes into generoI alarm_
A-3 New system to p�fform hdJcE31'red efWal0r vperatin4m
A--0- Newsystem to release rnaghetiG door raids
�Existing system to be replaced fry the future, wi€n
Old Zones fransfarred to new system.N,*
900'd 09�_l
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DO lRemarks
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Jfl,25. -2002 2"4 P�!
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Ju , ...w...an, .,,,,,, RICKS CO Uiq8 PHYSICAL PLANT
REVIEW COMMENTS
No,5653 P• 20/25
T quo r. 11 r-auc
PROJECT TITLE.- Sanson BUIld(na Additinn �_._
A
Jul -25, 2002 2:14R,11 No, 56 5 3 P - 2 1 /7.6
REVIEW COMMENTS
PROJECT TITLE-, Benson Building Addition, Date: duly 2,2002
REV1BYFzD BY' Wayne Clark
Sheet No. Re -viewer Comments _ CSC
Page No.,
Section
5000 1'he WRAC and Efectrica) sec�ofi shoed have a
�. reference to the 9�r,6-tiQrl # 07841 for F;irestQpp!Pg.
6000 If not #.ne,11AW, ContMotor will oVQr 19ok-
I-Goordinate
wlth natQs Qn $haet F 10 1 .
Sheet Fira hydrant 11nes maY cause a point of
C201 contamination, ShouJd the 8" line be looped around
th� bullding?
sheet Nate ff 2
C302-5 1A11 water rnafns supply lines shad be oonstruCted
with ductile iron p1pelk
C302-5 Ali Connedons to existing ins sha(l
be done with a "Hot �'ap", This �s required by .
the CRY of Roxburg.
A307 Exterior v+rau for skylight shows 5!S gyp Board w1th
'13 EPDM as exterior finish.
Please revlew this and spec a dile ba.cker-bard
or an exferior product.
A602' I Provide detail & spec ,fvr pictVa r'all In hills.
A701 Toilet Accessories TA 107 & TAI 08 should be
cvntractor furpislied and instafled,
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InstructionsweDuring auF aarlier C�esig� �ie�tir��, r�commeded �----�
,.
To ]use of a Bid Mat�'�K �he�� ���' �feGtrSc�� & �lie�t�������
Bidders This was SOnt lo Scott Mackey. This needs 'ha
lbe.'Included so we can have based yid pricing and
jaltemate suppflera;6
16511-2 All T"b iaMP...3 will be ower fumished,
2AA
16621
Generator is specified at 30 KIWI. Is this large epoUgh
to Provide E -Power for Cmerihouse needs and
support the new and existing buildingp?`
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Jui .2 5. 2- D 0 2 2 ,15PM
SC"RNTA'r1C DRANVINGS REX71EW
PROJECT TITLE: Benson Addition I3A TE-PREWEWED ]3yr
7i2f��
A Gay) Jib
C11 _ILS-e-19-91114.Adam
Shoe Rev,
low& CUUMIalits
PageNOM
Ge�exa� .Ari th.0 room ntunbezi on &aw*,s cvn-eGt and Rna7?
CKIDO [Rcr=ks
B-100 �,d a d;4-ta'locatorsymbol for ceiling wireless ac -Gess p0jut.
100 �'��r[��ezin� v-;AX-11Yfare pi��e� ars sta ass 5����;�
IS103 Dotal -1 I & 2 show typical data wl'�i �2 aut�e��, ; 'mum is ree.0
What type of surface Mcf,%way ft)r de*lm ars being put gin, to hausc
&ta and power? Ox is it in conduit'?
B]. 03 Dctal 3 i�able uay support drawing doam% lool- rvrTeg-,t for tIle
type of ,ray being being instailed.
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E103 Single telphone symbol ire box n1oun�i�g heights may be wxazt�,
All data locations 51�oruld have 3 JaQks, COUTIeSY phaM sborald
bo up at haDdJcaP accessiblO. haight, 49".
N�ed emergency pawed �two 20 imp circuits, insialled III rao,c of
toIewmmunica#iQll raaM (TIO,E�02
.
E30Z 7R doesn't ut�,ed double duplex outlets. slagl� dup�� is due.
FAOI-402 Dim floor bo--��
w for tee cabiatt5 okay, but need to coat�iuz
�up inkcabin011e# fOT ttfrWria 6vna Tei cabinct has a bri�,It i�
b vX fnT term�Mbioja.
Mechaw'calxooni iiarvds
data I Q.catQr aft im akstea4 o f sitigi e_
E401 S eft Work z1ote16, ,' c sp qu ci'f c--a'ti uns }y 11 LTC
B402 Sher-t'WOO-r, �:tQtq 7, '-'scu 5puc"
Ificadons"".1 o x the specs'l
B401-juauata 0catiMis-
Would r iat
they ark aj now,ially 21913
_ 5
E01 -40 t
,y
my POn0Ons-
F,401,402 Vend aad,�;,opy maclmic 1.5
loQatonsnood d4fa, dzoj),s if applicabl.
°
General nota 1, divj'ifo-TfTc�,. _� r_
will ).WI Cabla tray- All
raceway or div. 17 will be done by dtvisjou
E401 There should be a detil shawing cable, day and the lor-alton of
C on du'its 3oirkID9 the tray, spccr ug height & spacing from tray,
k401-402
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Nolt 1 z0w17; -io tfar tho.
NCed det-alal of t0dco=,�3�dcativilroom, t4b Taw 22, F jY eeFrQkj A& QD p r,?a
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SCMATATIC DRAWINGS REVIEW
PROTECT TITLE -
1B cnsoaAddilion DATE'S 2LZOI
REVILWI:D $Y: vr, ., .. n I) AO �
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REVIEW COMMENTS
PROJECT TITLE: Benson Bui(dingAddition
RFFvlrtvvEL) BY— z A -0I ;" -.6 M-4
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Sheet No,
Page tea.
ommolft
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Dates-
No, 5653
lee z
Reviewer Comments CK DO Remarks
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PROJECT TITLE
REVfEWEp BY:
sheet No,
page No.
lb%Z(-3
16 7zt-ia
/6 72/ -/g
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REVIEW COMMENTS
I
l3enson Building Additivn
(,Lin
IhIVIA
No.5653 P. 25/25
mw" mw
Date: 7 Z 0
TRANSMITTA'L
LETTER
PROJECT.- Rp-mzn RI I rrl.,n
__ _ _Rexburg, Idaho
TO:
FROM -
0
WE TRANSMIT.
FOR YOUR:
Val Christensen
12 North Center
Rexburg, ID 83440
208-359-3020
Brian Haufff Robert Hinton
TSE FOLLOWING-.
PROJECT REF.: E3YUBNSN
DATE:
July 1 9, 2002
1f enclosures are nod as noted, pfease 'form usimmediately.
if checked below, please-
Z
Acknowledge recent of
enclosures.
herewith D ander separate cover via,.-
in
ia.in accordance with your request; -
approval
information
I.
d1`a1JUlngS
�
specifications
Q product literature
/-,. PALAIUH , nc i of a on -Item tra n mitte
. No action required.
C. For signature and return to this of
.
COPIES TO: (With
Z BYU-1 (Rulon Nielson)
Z Idaho Branch Inc Assoc_ Gen.
Z Assoc. Of Gen, Contractors
� McGraw Hifi Contractor - Dodr
REMARKS:
Val, here are the Prints
Would you also have Chr
Thank you,
Robert Hinton
distribution to parties
Ej review & comment
shop drawing prints
shop drawing reproducibfes
other
9-�byubnsn-'�Clor-uf'nentS\r,Orrid set d Dcumentsktransm ittal letter II
page I
0 record
� use
L1 samples
,�" w1waIU11, i:J r101ea Oelow u rider REMARKS,
Ever,
Nth6nclosures)
1. Dodge/lntermnt. Contr. �
8u'llder's Exchanrre:l �
in Fails Plan Room �
the Benson Building project.-
;se?
(SET'# 45 5)
CTA Axchl*tects Engi
1185 Grove Street Ro,,se iLneers
Idaho 83702 208- 336. 4900 Fax- 208, 343
r . toy. . cow b0iseinf0@VctagroUT)_Cc)ra
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