HomeMy WebLinkAboutRICKS COLLEGE (BYUI) BENSON – BASEMENT REMODEL – ADDENDUM 19881200 M io.s NOTE:
ELECTRICAL ADDENDUM ALL CONDUIT TO BE 3/4°
RICKS COLLEGE PLANT SCIENCE UNLESS NOTED
RICKS PLANT SCIENCE - ELECTRICAL ADDENDUM
1. Specifications page 16/38 - Panelboards to be Square D to
match existing.
2. Specifications page 16/38 - Delete metering.
3. Cord Reel: R to be such as Daniel Woodhead #943 outlet
cluster to be #34047M.
4. Sheet E-3 - Computer network raceway system shall be as per
enclosed sketch.
APPROVALS
Tl
Lithonia
2SPG 440 Al2-120-ES
T2
Lithonia
4SPGC 840 RW A1544-120-ES
T3
Lithonia
2SPG 2440 Al2-120-ES
T4
Lithonia
AW 240 AR-120-ES
T5
Lithonia
ESIG-120
T6
Forum
BWG 2323 120 ESB
Ti0
Lithonia
2SPGA 340 Al2-120-ES
Tll
Lithonia
2PM3GB 340 18 120-ES
T12
Lithonia
2SPGA 240 Al2-120-ES
T1
Daybrite
SC244-MFS12D-120-ESB
T2
Daybrite
AGU448-FFA20E-120-ESB
T3
Daybrite
SG222-MFS12C-120-ESB
T8
Nulite
UC-130-HRS-120-RSW-ESB
T10
Daybrite
SG-243-MFS12D-120-ESB
Tll
Daybrite
PGA-324-P18S24R-120-ESB
T12
Daybrite
SG-242-MFS-12D-120-ESB
T13
Daybrite
C-240-120-ESB
T14
Daybrite
C-140-120-ESB
RICKS COLLEGE PLANT SCIENCE ADDENDUM
Mechanical Prior Approvals
Registers, Grilles & Diffusers - Reliable
Expansion Joints - Advanced Thermal -Systems
Cooling Coil - USA Coil & Air
C
PLAN VIEW
CABINET AT
SCALE 1.1/2" 1'-0"
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EXISTING STAIRS
RICKS COLLEGE
PLANT SCIENCE
BASEMENT REMODEL
PROJECT NO.8776
DATE: 9/14/88 -
DRAWING [A-7.1-21
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RICKS COLLEGE
CABINET AT EXISTING STAIRS PLANT SCIENCE
BASEMENT REMODEL
PROFCT NO.8776
SCALE 1" 1'-0" DR8 AWING A-7.1-20
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INSTRUCTORS' STATION
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RICKS COLLEGE
PLANT SCIENCE
BASEMENT REMODEL
PROJECT NO:- 8776
--DATE: 9/14/88 -
DRAWING A-7�.1-19
Sheet A5.1 Under "Keynotes" - Keynote #3: Corkboard shall be
Lemco "C" series cork: with clear vinyl sealer,
integral color throughout thickness of the cork:
with a burlap reinforced back: - Lemco 4310.
Sheet A5.1. Under "Keynotes" - Add to keynote #21: Magazine
rack to be Peter Pepper brand, model #483 with the
dimensions of 40" W x 23" H x c" D.
Sheet A5.3 Entrance/display area, east elevation - add 1" x 6"
solid oaf-=: trim with 1/2" radius at edge to the
jambs, head, and sil 1 of display area.
Sheet A6.1 First floor reflected ceiling plan. Delete the
plan at storage rooms #1-126 and # 1 28 . Replace with
the following
Sheet A7.1 Under "Keynotes" - Keynote #19: articulated
keyboard shelf shall be Steel case #W99274 .
Sheet A7.1. Detail #1 and #4 - Delete sheetnote #3. Replace
with the note "Back splash and counter -top to have
chemically resistant laminate finish".
Sheet A7.1 Under "Keynotes" - Delete keynote #5. Replace with
the note "3/4" particle board shelf with melamine
finish".
Sheet A7.1 Under "Keynotes" - Add to keynote #22 the following
note: Cable hole insert to be Hafele brand,
catalogue #429.93.411.
Sheet A7.1 Under "Keynotes" - Add to keynote #14 the following
note: Paper slot cover to be Hafele brand,
catalogue #429.98.461 .
Sheet A7.4 Detail #?, #3, and 410 - Delete the note referring
to cementitious board. Replace the note with "2
layers of 5/8" gyp .bd . , painted".
Sheet A7.4 Detail #3 - Add the note "Resilient stair covering
to be 'Flexco' rubber stair tread type no. 800
Heavy duty square tread and riser type RSR with
reducer strip".
Sheet A7.3 Detail #1.4 - Delete the note referring to Durock
tile backer board. Replace with the note "2 layers
5/8" Gypsum board, painted".
Sheet A7 Detail #1 - Delete the y hour spray -on fire
proofing around W6 x 20. Replace with a 2 hour
Gypsum board enclosure meeting NFPA requirements.
877WRI CKS COLLEGE / PLANT SCIENCE REMODEL C:SHQA - 10
Sheet A2.1
Sheet
Sheet A2.1
Sheet A2.1
Sheet A3.1
f 1 oor Pl an with
O{' the ba��eme'_'t vised) as found
portion 1 an
ReplaCe basement floor P
the partial um • del ete the
in this addend wall
of off ice #tip 2
#11-7 east e",sting foundation
orridor bI at the paint finish.
In c ##1 sym is to have a
wall type wall r
cl over f o
1 hc' concretE %ie1 ete the r l not
_ 1) door will
,,00r/Window achedul ehardware for #4 for door #1. 7
door #14. R,,,,,nine roue
y) Del ete hardware g
with hardware group #k3.
change• room #126,
Rep ace _ 1) tar add wa'I 1
h Materia15� with 05'A a
Fi.nI reel ace 1 ing heist,'`
Under "Rac,m #. and y) Add
#1 q i-ender cei
f.1 oor/base g, " .
del ete and .ling tyP�ep with {1 oor/ba`3e
cei and 1 acE
type A material s
t.e no veil ing ,,,lowing veil ing he.19 of
del e with the #1 - and to detail
roam #firs' ceiling Refer in this
A/C ; RoOm #112 - as {our,d
#G, ; wal I, „
Del ete stairs
S at e::isting
„Cabinet l an with the
addendum • f 1 oar P in tt, i.s
first {nand
Sheet A4.1
Sheet A4.1
Sheet A4.1
Sheet 1 5 -1
a portion o{ the trevi-ed) as
Replace t f 1 oor plan
partial firs A-
light section ,_
dum• 9
adders wing notes,,ta�-,dh icy equal treads at
Add the f of 1 0
11 eq,.kal risers at b
light section-
4 1/` • C to the sE::y treads at
note=,_1„ and b equal {1oor;
Add the fallowing 4 the basement of
equal risers at from the no
1) {rrom the 1 and ing to
? 1/4 at the landing steel tube
The dimension {ace
of the
the tap stair .tot'the „y
15
4 -b note
stringer A - 1) F1elete the finish,
Section las
SE::y1 fight itious board w/p /S gyp - bd., e
In 1/L„ cement with layers landing from tl�
1 ayerS „ F;epl are w y at the of the steel
painted " - �,) The dimension .the face
painted •the bottom stair to
nose of q -6" 1 ace
stringer is # Replace
tube note 34. ash
and
- Liel cte E::ey
�acF::spl a
Under "F-'.eynotes�� Sase cab inet - al 1 y resistant
with the note ed with chemic
cabinet top cover
'� elevation - �1e1 ete
laminate east el eva „�..wo 1 aye'"
#1141 eaHate
At st:yl ight are ,place with the
sheetnate #14• painted
of c,/6" gyp • bd • +
CS:HOPI
i LE��E �` PLA`4T SCIENCE REMOC)EL
/RICKS COLLEGE
Division 06400 Architectural Woodwork
1. Chemical Resistant Counter Top:
Plastic Laminate: Provide 1116" thick chemical resistant
high pressure plastic laminate sheet, black: color through
entire thickness with satin finish, complying with NEMA LU-3.
Shop -bonded with fully waterproof bond glue to 3/4" thick:
sub -top hardwood faced plywood, medium density overlaid
plywood, or phenolic resin bonded particleboard. Smooth sand
surfaces to which plastic_ laminate is to be bonded. Apply
standard (0.020" minimum thick) phenolic backing sheet to
back: of panels. Build up exposed edges of tops to 1-1 /4''
thickness. Self -edge exposed edges of top, spl ash, and
openings with same plastic laminate used for tops. Unless
otherwise indicated, top and back: splash one piece with
intersection coved. Intersections of end splash with top and
brick: splash not be coved.
Product.: "Chem -Surf" by Formica.
Division 07200 Insulation
1. For rigid insulation applied to structure above Storage 123,
provide:
Glas=. Fiber Board In=.ulation: Glass fibers and water-
resistent binders formed into rigid or semi --rigid boards
FS HH-I-558, Form A; k:-value of 0.26; manufacturer's
standard lengths and widths unless otherwise shown.
Division 02650 Resi 1 ient Flooring
1. For resilient stair treads and risers, provide the following
style, by Flexco, or equivalent, by Burke, R.C.Musson, or
Hoppe:
Treads: Type No. 500, Heavy Duty.
Risers: Type RSR .
Other Products:
DRAWINGS
General North is to the left relative to all plans in the
construction documents.
General Oak trim at skylight stair to be of nominal
dimensions.
Sheet A2.1 All carpeting referred to in "room finish
materials" will be Owner furnished and Contractor
installed.
0776/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA -
Lap panel reinforcing not less than 6" t�,ihere more than one length
is necessary. Embed panel reinforcing in mortar bed by placing
1 ower Hal f of mortar bed first, then pressing panel reinforcing
into place and covering with upper half of mortar bed followed by
troweling it smooth.
Install panel anchor- =_- at locations indicated and in the same
horizontal joints where panel reinforcing occurs. E;:tend panel
anchors at least 12" into joint and bend within expansion joints at
edges of panels. Attach panel anchors as indicated.
Install expansion strips at jambs, heads, mu11ions and other
locations indicated.
Clean glass unit masonry after mortar- has attained final set but
before it has dried on block surfaces by use of scrub brush with
stiff fiber bristles and damp cloth. Do not use abrasive cleaners,
steel wool or wire brush.
END OF SECTION 0427C
8776/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA - 7
Mortar Mixes: Comply with ASTM C 270, Proportion Specification,
for Type S portland cement -lime mortar.
Do not lower freezing point of mortar by use of admixtures or
anti -freeze agents. Do not use calcium chloride.
For mortar in exterior panels, add waterproofing admixture to
mortar mix per directions of admixture manufacturer.
For pointing mortar in exterior panels, add waterproofing
admixture to mortar mix per directions of admixture manufac-
turer.
Machine mix mortar to produce a stiff but workable consistency
which is drier than mortar for ordinary unit masonry.
Installation:
Apply a heavy coat of asphalt emulsion to sill; allow to dry before
placing mortar. Adhere expansion strips to jambs and heads with
gobs of asphalt emulsion, taking care to extend expansion strips to
sil 1 .
Install concealed mullions within vertical joints of glass block atspacings indicated so that mullions do not touch glass block
surface. Connect mullions to head and sill frames as indicated.
Set first and succeeding courses of glass unit masonry with
completely filled bed and head mortar joints, with no furrowing.
Lay-up glass unit masonry plumb with courses level, accurately
spaced with joints of width indicated.
Joint Widths: 1/4" unless otherwise indicated.
Use wedges in mortar .joints. of lower courses where needed to
prevent mortar from being squeezed out of joints.
Tool exposed .joints slightly concave using a jointer larger than
joint width; perform tooling while mortar is still plastic and
before it takes final set.
Remove wedges, if used, and fill voids with mortar.
Remove surplus mortar from face of glass block at time joints
are tooled.
Install panel reinforcing in horizontal joints in spacing indicated
and to run continuously from end to end of panels. Space
vertically as follows:
Not more than 24" on center.
Place panel reinforcing in joints- immediately above and below
all openings with glass unit masonry panels.
8776/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA - 6
Glass Unit Masonry Accessories: As follows:
Panel (Joint) Reinforcement: Ladder -type welded wire units with
deformed continuous side rods and plain cross rods spaced not
more than 16" o.c., both 0.1483" in diameter; not less than 10'
long, and as follows:
Hot -Dip Galvanized Steel Wire: ASTM A 82 for un-coated wire
and ASTM A 153 for zinc coating applied by hot -dip process to
products after fabrication and assembly.
Spacing of Side Rods: 2" center to center, unless otherwise
indicated.
Panel Anchors.: Glass unit masonry manufacturer's standard
perforated steel strips, 0.0359" un-coated thickness x 1-3/4''
wide x 24" long, hot -dip galvanized after perforating to comply
with ASTM A 153, Class B.
Asphalt Emulsion: Water -based asphalt emulsion of type
recommended by glass unit masonry manufacturer.
Products: Subject to compliance with requirements, provide
Karnak: 100 by Karnak: Chemical Corp.
Backer rod and sealant are specified in Division-7 section
".Joint Sealers".
Plastic Foam Expansion Strips: Polyethylene foam complying
with requirements of glass block manufacturer, 3/8" thick x 24''
long x width and color indicated below:
Width: 4" wide for panels with channel or chase construc-
tion.
Width: wide for panels with panel reinforcing.
Color: Black.
Concealed Steel Mullions: Steel plate complying with ASTM A 36.
Dovetail Wire Ties: Trapezoidal -shaped ties of size indicated,
fabricated from 3/16" steel wire complying with ASTM A 82 for
un-coated wire and with ASTM A 641 for Class 3 zinc coating,
attached to 0.1046" thick galvanized strap shaped to engage
dovetail slot.
Dovetail Slots: Fabricated from 0.0329" galvanized steel, with
filler strips.
Fabricate concealed mullions from steel plate to comply with
details indicated.
8776/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA - 5
SECTION 04270 - GLASS UNIT MASONRY
Submittals: In addition to product data, submit the following:
Sample of glass block for each form, pattern, and color indi-
cated.
Products:
Manufacturers: Subject to compliance with requirements, provide
glass block of one of the following"
of 1 ow GI ass BI ock :
Pittsburgh Corning Corp.
Saint-Gobain.
Westerwald A. G.
Hollow Glass Block: Non-1oadbearing blocks with 2 halties of
clear, colorless pressed glass fused together to produce a partial
vacuum; factory -coated on edge surfaces; and complying with the
following requirements:
Transparent Patterns: Smooth inner and outer faces..
Edge Coating Color: Manufacturer's standard white color.
Square Unit Sizes: 3-7/8" thick x 7-3/4".
Mortar Materials: As follows:
Portland Cement: ASTM C 150, Type I, white.
Hydrated Lime: ASTM C 207, Type S.
Aggregate: ASTM C 144 and as follows:
For joints 1/4" or less in thickness provide aggregate graded
for thin joints.
Writer: Drinkable, free of substances deleterious to glass unit
masonry.
Water -Repellent Admixture: Manufacturer's standard dry mixture
of stearic water-repellent compounds, water reducing agents and
fine aggregates intended to reduce capillarity in mortar.
Products: Subject to compliance with requirements, provide
one of the following:
"Laticrete 8510 Admix", Laticrete International, Inc.
"Hydrocide Powder", Sonneborne Building Products.
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RICKS COLLEGE PLANT SCIENCE
BASEMENT REMODEL
PROJECT NO.8776
DATE: 9/14/88
DRAWING A-2.1
Fl! L G��STILIG or Aj1�1C�
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DEMOLITION -ROOM r-126
I, p�D` �'pISCA�D E�GIS"il�C�
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I DEMOLITION -FLOOR & WALLS AT 1ST FLOOR I
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G.ji•CJ• ! LS �U jar_- TJ?rilo D -LIN
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STORAGE
128 f:;
7.4-4
SIM.
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FIRST FLOOR PLAIN �
-; I �(_Ai ! , (REVISED)
RICKS COLLEGE
PLANT SCIENCE
BASEMENT REMODEL
PROJECT -NO. 8776
DATE: 9/14/88
DRAWING A-3.1
BIDDER'S LIST OF SUBCONTRACT BIDS USED IN PROPOSAL
(LIST OF SUBCONTRACTORS)
RICKS COLLEGE
PLANT SCIENCE BASEMENT REMODEL
PROJECT NO. 7142 31 0101
DIVISION SUBCONTRACT CLASSIFICATION SUBCONTRACTOR. USED AMOUNT
02070 Selective Demolition
03310 Concrete
04270 Glass Unit Masonr•r•
05120 Structural Steel
05400 Cold -Formed Metal Frami nc-4
05500 Metal Fabrication
05520 Handrails and Rai1inas
06100 Rough Carpentr.•
06200
Finish Carpentry
06400
Architectural Woodwork
07200
Insulation
07510 .
Built-up Asphalt Rc Hof i ng
07600
Flashing and Sheet Metal
07700
Roof Spec i al t i m,
07900
Joint Sealers
08110
Steel Doors and Frames
08210
Wood Doors
08410
Aluminum Entrance/Storefront
08710
Finish Hardware
08800
Glass and Glazing
09510
Acoustical Ceilings
09635
Brick Flooring
09650
Resi 1 i ent Flooring
09900
Painting
15000
Mechanical
16000
Electrical
FORM OF PROPOSAL P/5
8776/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA - 3
SPECIFICATIONS:
tructions to Bidders:
1. Page IB/2: Add to the list of plan houses, the following:
NORTH IDAHO PLAN SERVICE
7950 Meadowlark Way
Prairie Commerce Park:
Couer D'Alene, ID 83814
(208) 772-7539
TWIN FALLS PLAN ROOM
124 Blue Lakes Blvd. South
Suite 6
Twin Falls, ID 83301
(2 08) 734-7526
2. Page IB/5: Cha.npe time of Bid Opening from 1:30 p.m. to
2:00 p.m., MDT, September 20, 1988. Proposals will be
received up to time of bid opening.
Form of Proposal:
1. Add the attached page P/5, "List of Subcontractors", to the
Bid Proposal Form.
2. Page P/2: Change date of completion to February 1, 1989.
877&/RICKS COLLEGE / PLANT SCIENCE REMODEL CSHQA - 2
g5cc n dd fir. C.,
zg
SEP 191988
"F N -- KAL4 1W..
Idaho FWk Maho
From the off ices of
CSHOA ARCH ITECTS/PLANNE RS
150 S . Arthur, - Suite 207
Fucatel l o, ID 83204
AUDENI'UM NO. ONE
September, 14, 1988
RE: RICKS COLLEGE
PLANT SCIENCE I{ASEMENT REMODEL_
Rexburg, ID 83440
areheret�;:� rat i f i ed of
TO ALL BIDDERS! You
clarifications of , or revisi.ont to, the iarawings and
for the above referenced project.
This Addendum No. One is hereby made
requ i r-err,ent-. and Contract Documents for
S. to acknnwl ed-e i t in your Bid P•a.cka
F' -'
a part
referenced
ae - (Pro,
the following
Specif icatior"s"
of the pr-ojec-L
sal Form_('
to al 1 FBI n hol der
a-•,
The following inform I Qri I be I r,q I s=_.ued subcontractors.
including plan houses, general contractors and to
However, it is the obl igation of each general l aticontngctorth eirobi bids
his subcontractor; and suppl iers of items I^el ating
prior to the bid opening.
NOTICE - NO FURTHER CLARIFICATIONS OR SUBSTITUTIONS WILL BE MAD
FOLLOWING THIS ADDENDUM.
?; 6/ RICKS COLLEGE / PLANT SCIENCE REMODEL
C:SH?A -- 1