HomeMy WebLinkAboutADDENDUM #1 - 95-00012 - Madison Memorial Hospital - Expansion Phase 1Item 1
Item 2 -
MAD'SON MORIAL HoSpili
PHASE
ANSION
REX':B
i
ADDENDUM #1
13 APRIL 1995
Rork Removal:
After r'�,nt--„-.�..,... � _ _.
APR 17
1995 .
I litr
+,
dal ftp
fl:rll,
--_ �--; .�u114�aC+-u_L �a�s excavated topsoil, earth and loose rick from
area of I12W footingst Architect shall be notified to surv� pubic
yardage of rock to be removed. Contractor shall be com en.sated
an a unit price per cubic yard of rack measured in placepriorblast.zng. All blasting shall be perfor�ned under strict cto
& subject t0 Structural Engineer's approval to i�s�.reprotectionv�s
"f adjacent facilities.
dote: The test probes taken
than minimal encountering of
Contractor has not included
Sequencin
Schedule;
base Bid.
�C�T�i 1 7""3 r�r1.r +. ...�� � _.
do
not indicate anything
rock. It is understood
the cost of hi a<zt; r, ;
Wither
that
the did.
�+Vi14j[A �/GY� dynes tv accomplish all portions of word to the
fullest extent with the understanding that the physical therani cafeteria as well as the other hospital �un�tons can stay operation as long as possible. If construction of tem'porarydust�and sound proof walls are necessary cflntractor sha
cast of such in the did, ��- include the
Item 3 Tree Removal
As described in the drawings shall be accomplzsh�d by not apart cif this bid. pand
Item 4 A pp royals
Montgomery Elevator is approved to bid.
�t.� Builder's Risk Insurance
The General Contractor shall be responsible toprovide the
Property Insurance as described in the General anditians sect°
I�.3. ion
Item -6 ProiF ect.ion Screen
Shown in Room 112 shall be Provided by Contractor.Architect for exact installation. Provide electric�.los�rvi�e1a�
required.
Item 7
Item 8
Coat Racks Section
Ia 910 Specif icatians.
furnished.
Entr Mat (SPecification
Delete from contract - shall be Owner
attached)
Item 9
Interior _Signage shall be
drawings AD -1 & AD -2.
provided by contractor as per attached
Item 10 As halt Overla (Specif ication attached
Section 02 575 and 02 576..
Item I I Sidewalk �x ansion ,Taints shall be 24 ft. ofc instead, of a.s
specified. .
Item 12 Steel Ladder Detail FIA7 shall be prefabricated. a� described inSp�ecif icatian
Item 13 6 f Water Service shall connect at G" fire Ine located 25Q fee
sauth. See sketch. Repair all damage. t
Item 14 Drawing A,19 Delete notes #80
Item 15 DrawincrA15 All hardwood trim shall have 1/4" chamfer @ e� �edges.p sed
Item 16 Detail GZA15 Do not exceed 1/411 overhang on sill.
Hem 17 Drawin 2 SD2 should Reference E/SD2,
Item 18 Corridor A030 should be labele1d A031 - finished the same as A018.
Item 19 Handrail detail 8/A9 sha11 ba rail han,d.rail with
supports @ 81 O/CAP vertical
Item 2 0 Draw,'n g A15 Details E. G. T, and V shall have a 2 x
fastened flat tO CMU at ri.gid insulation termination4 nailer
item 21 Drawina A14 All doors labeled, ."bro
s ae store front and shall have 4 1/2" aluminumiframes�4dized aluminum
Item 2 2 Draw*n Dl: Note 12 shall ready remove aluminum store doors. ore front
W A
SECTION 02 575
FENT REPAIR
A&R -02575
1.1 SUMMARY
A. Includes &Ln Not Limited To
2.. Repair cracks in existing Pavement•
Remove anreplace Paving and base in 'sPeclfic areas as de I
das ebed r COrftract D B Related Sections scdtled in COritract -
.t.
1.2 Section 02 001 General Siteworkit
ements
REFERENCES
A. American Society For Tung And Material
1. ASTM D - (1989)
Bail A ppar-atus)� Method for Softening
2. ASTM D 111-86F "Standar
Test Method for Laborato Ity of nous Materials:,
4. Modified Effort,@ ry Paton Characteristcs of S
ASTM D 3407-78r "Stanctard
and
Asphalt MethOds
e -r
1.3 SUBMITTALS
A.
See Sectors 0 1 300. dr.
Quality ASsurance
Submit certification frOm manufacturer confirmw
g crack sealant Propertes.,
PART 2 PRODUCTS
2.1 MATERIALS
A. Crack Sealant
ous blend of asphalt cement and plasti
produce material with f011owing properdes . cuers Combined in Such a manner as to
a. "aterial fall Pour readily
a mPeratures
Cone Penetration at 77
C. F1. - Maxi
I fence at 77 deg IF when tested in accordance whh ASTM
e. Mini -MUM
- 50 Percent
Softening Point When tested in accordance with ASTM
Ductility at 7-7 deg F 6 - 210 deg F minimum
CM
, 5 cTn/min when tested in accordance wM ASTM D 113 - 3o
- fill - 1 / ink i
duct condi ones tO minus 20 deg F shall
be capable of being
h. without cracmng.g angle over one in Mandrel in
A-Vh-alt Compatibility when tested fn accordance with ASTM D 340-7 pa's's
sCur'119 Product shall IcOntain
Immiediately 2. Approved p Cooling " ' - f� sell car
Manufacturers _ nt ung by traffic,
2. Crafcoj, Chandler., AZ
Industries,
C. Maxwell Products., Salt Lake City, Utah
1
02 575
Pavement Repair
At Soil St rflan
1. Approvoducts
_ Arsenal
w MiXture of Roundup and Surflan
C. Base - R aa d Ba -se type gravel or crushed rock
S'
Wei t Passe
Sieve
3/4ff 100
#10 45- 60
#200 30- 50
5 - 10 (non -plastic)
D. AsPh-altic Concrete
PART EXECUTION
graded
As sPecified in Section 02 510 or 576.
.1 PREPARATION
A. One week prior to beginning CTack repair
rate recommendedr ons., treat `` s F
by Wirer - -i
Of
After weeds have diedr remove by using wire wheel on crack cje n 1
. PERFORMANCE
A. Crack Repair
Using carbide tipped router bit ro
width tO be �sbn crate measuring bletween to in
1/2 inch Wide i
rout crate Codiimum, Do not
2. RoLirt � t Inch dee .
clean routed and r L ty applied crack � royal,
minimum, not t psi and IGO CU ft'per
3. CraCk sealant to full depth 'of rn when c:racks are wet or Muddy- minute,
crack.on handwand leaving sealant ee or device
S
Inches maximum. lot. n i toflu-sh with p � -P
sealant on concreteG Paving and concreter do not allow excess
shall beRepair Of ort areas
Cut edges Of Pavement in rectangular shy
pe and for one f.0
material. Make kcal cuts using Pavement saw inimum beyond damaged
2. flat chisel point, routin machine, or.jack hammer with
Remove rubble to
3. Bas . to re-establish sound base.
a. 6 inches tib -ni .
b. Compact t5% minimum
.ire y determinedb
1 feet.Course shall be true to in plus or '4. -
Apply Soil sterilant at
.� ate r6. ecomme
ion to base and tack COatu acturer.
Apply asphait as d in Section 02 5 rtical edgesof exisfi'ng asphalt.
be used for a
errma y
CLEANING eas tOO small 1rator Plate COM r
Pr equipment.
A. Upon tion o repair operations.
END OF SECTION
2
02 575
Rant RepAir
PAVEMENT RESURFACING
PART I GENEp4L
Furnish and "
rpt l t oveday
I ing Paving as l i(;OntraC;t d en
1-REFERIENCES
A.
Amen"Can Society For Testing And Materials
I ASTM C 131 -891 '"Test Agfiregate by Abrasion and i ize Coarse
Method for Resistance
2. ASTM D 1 �rnPact in the ethojthe Angeles Mach-
Effec_t
3. Bituminous Mixture's er on Cohesion of Com
4. Modified Effortm ctCharacteristics
ASTM D 7559-89sing
for :ice
5. Using Marshall ApMratusn
low of Bituminous Mixtures
ASTM D 1-�"SPecification
It Cemerrt for Use in
A. See
SeCtion 01 300.
Quality Control Submftlahs
I . Mix design of asphalt concrete mi
iCopies of test results from
ruure r
r � conducted to ass
1.4 ance to MT
QUALITY ASSURANCE
tion A4eefing
1. See Secfion 01 200.
after
repair Pavement
t
PART 2 PROD T
2.2
MATERIALS
A.
MIXES
A.
Pavement
1.
Asphalt Cement Meet r
.ecluirements of AST
Conditions grade (Original Asphalt)
AC 10 in moderate rA-
. in hot conditions
2. Aggregates -Fi.Imatic di ons
r coarse
Aggregates o have wear I� _ neral filler suitable for
aiLe v et %b W40% as € by ASTM C 131.
318 Pain Sieve
entf-a l Plant hot mix.
- 71
-3 - 8 (non -plastic)
I
02 576
Pavement Resurfacing
OF
W
h
PARS 3 EaCECLlTf 0N
lje-velop rnix des"O
shown by teeMethod to achie've
content. t data curves based On testing samples cOnta''mum <-3,sphalt content as
Sarnfiles shall i ud ,n- twO n i n 11 % increments Of asphalt
O With
'� content toMake tests in accordance i p It nt rnurn.o
tmum and
with
FinalI M 1 n
Stabil mect following criteria -
b, Flow 'tY 1200 pounds minimum.
C. Air voids minimum, Maximum.
maximum.
'voids in {
e. Ineral aggregate 15% minimum,
Asphalt cemenrt by Weil ht of
Strengthr j r
Dry psi
9. Index Of Retained Stren
3.1 I STA
A. Interface With Other Work
Do. not apply Oveday UrrUl COMPletion Of Pavement re -
Apply tack coatuniformlySeri 02 575.
PIY bftuminous overlay haft Istri Utor a -t 1110 gallon Per sqLiare vjrr41L3Arj%%rA4i
cOmpaCtion shall be I -with laydown uniPerr o
112 inch mini t Thickness
der
Compact o between
m density }
E. Finished surface shall be fr f. I in accordance th ASTM D 1
3-2 F1 dr- . clean, and
Site Tests
foOt sUaigh-tedoe.. in excess of 114 inch when te-sted wfth I
END OF SECTION
2
W
02 .576
Pavement
tng
'i � _Y�i� �� — =�" �. �— = _ � _-Y, • " fir, �. - --•� - '� �'
MI 7*i�.____
MU N - J" • #12 _
AA
T
+
,
-1 r
7 r
o _ '
' -d :"1TG' y --��T o -+±tee+'
` • -f. dG"
s
r
1 � � - . �T T� � ±` T' °���/ its}S+ � + i':T�• � ��
Jr
jr TRANS ERI ...........
ipr
•.+.- � � �, r` � � _, , '� � 'e, `, a - '�s� �.�.+�} d•�;'+rte,•+` � `�Ty��'''ti7'
y +
_--- �.r j �. '� - •`-,� - - ''� � _� * 4; ���'s_a;sem '��*�R'�Yy d �3: '_
L. c '�-
� _•—'_� ��ar �e - i'� _' l � �� �l`�`��F ♦°} � ` • 'a'T�s�Fi hiaT4 k }�. i -•'
— r"fir � — T—�`��—, _ a. � d .• '-- �* �+T�" +T - �`�#t ��* ��.��+���.�} �},+}� '+'h'h�'�� sr.;a�?,�,V�
4
ry *
_ l' .. ��. - _ T � • � �z � y {�+ ' _t , •.•.�"�.-�.T � 12F' + ���.�� -` + .�L a�.�cs+��Y' • S +,� ,�y f ,fps _ _' i •��
w
-
! � . —.... .T-..�— � � '' �' �- - � `'r'�t*{*�+`�*-•.-;*c: ��$�y��d�E-'.-rn�Tr _ . y �; ; �,�� �.:'ti `%+4�y�p.`- ti+.r +�+ '� `;J4�•�*7!
f � � � _ — <•�, . - � }' - F . d +� :��1®� +at-i.��:Tl i='�+ 'e.�� *��u•�+S�+i ;e��tls. �r�' - ,�*� sr� P.'�.*a.T,++
,'
a£{� * i`}i
*'�l k•*a�
_ - -
j
}
Oi
� r
< s � r _ y� �! a !<�dG-QST{i31• . � � +
-
r
M+Cay�+.:W,—++�
r rf ,e.' ,� -� '� f -'°4F����'�'�'�`+ #r :*1�L�.*�r` �h'C�'Ps'+' � •*4.�r� ;�f' -���
r ar y
a
j� =may
e •' +� � ' . -u �T,��T` _ .r,T�, _ - *� ' ]�11•�a�`i+tea.+'�`�a�s+ - _.. t
2
---------------
F IF —Npb
rT
Y �� Yom_ � � + �,� a '* �:�'�`+'$k.*F+,;i ".TiSM�d�.+� 5•.� , ,�tt« :F.'£*s.�* .+� r��
� � • � +'" fir`' �-� riTY a.'��*..�� #� i � �
' -'� � --' —. � .vim r � • #-. �! rt���p�q��-•��y�A r
I
- + i
- r
3
i -
y -JEW
/jIL'7
I
o
t
+ 9
y a r + I
y T y 7I
0
•6�
D
LPJ
WV{
ffr�
i-- J
of
4 f
�f
4 t
s / r
19
F A z
/Y
F•
/sl �
:f �a
i!
SPECIFICATIONS:
05 3 11: ALL METAL DECK SHALL
COATING.
PHASE ONE
SHEET S-4:
BE GALVANIZED WITH A G-60
1� ADD # 4 NOSE BARS IN CONCRETE STAIR SLABS
SUSPENDED OR S ON GRADE . , EITHER
Z) THE, "ASONRY WALL BETWEEN GRID 89 AND 90 FROMGIZID
A-5 TO D.,5 mu
X-A.&E DIA
WLTHE
GRIDS F AND G FROM 9ITOONAL
2ALAND WWALLESTBETWEEN WALL
O
THE ELEVATOR SHAT.T BE 10^ THICK, REINFORCED AS PFS
THE NATE OH SHEET S-4 FOR 8 " WALLS. VENEER SHALL
BE PER THE ARCITECTS DRAWINGS.
SHEET S-5: MASONRY WALLS ARE 811 BLOCK WITH BRICK VENEER PER
THE ARCHITECTS DRAWINGS EXCEPT THE SAME WALLS AS
OUTLINED ON SHEET S-4 OF THIS ADDENDUM
10" TjJjcK, REIRIFORCSHALL BE
E WALLS
5-4_PER THE NOTE ON SHEET
SHEET S-6: DETAIL 1, THE 2- # 6 TOP A19D BOTTOM BARS SHOWN ARF
IN ADDITION TO THE WAIS, REINFORCING SHOWN ON THE
PLANS,
SHEET S-8: DETAILS B, g, 10, MD 14; REVISE DOWELS TO THE
WAlJ,S FROM THAT SHOWN TO BE #5 AT 16" ON CENTER.
THE SLAB REINFORCING REMATNS //4 AT 12" ON CENTER,.
ALTERNATE ONE:
SHEET S3A:
1� MASONRY WALL ON GRID 92 SHALL BE 10" THICK ?,ND
SHALL BE REINFORCED WITH 1-j{5 AT 161f ON CENTER
VERTICAL AND HORIZONTAL AS PER THE DRAWINGS,
2) AT THE MAIN LEVEL FRAMING PLAN TH BETAIL SHOWN
CUT AT GRID 9 4. 5 AND M , AND GRID 9 4. 5 AND H SHALL
BE REVISED TO BE AS PER THE ENCLOSED DETAIL .
3) AT THE F40TING PTAN, THE NOTE Fo REINFOFZCING
IN THE WALL ON GRID 92 SHALL GOVERN OVERTHA''
SHOWN IN DETAIL 1/S4A AND 4/54A.
4) ADD #3 NOSE BARB TO ALL STAIR SLABS ON GR1�DE
SUSPENDED STAIR SLABS.
SHEET S4A: aETAIL 1; 2-3'6 TOP Aun
AND
GENERAL NOTE OR W-x-r,L g�=•�� Ur, '6� ADDITION Tn
SHEET SSA: DETAIL 8;
BE 14 AT 1
41
OR NOTE REINFORCING.
THS REINFORCING IK THE FLOOR SLAB SHALL
2" ON CENTER EACH WAY .
sLCTzorr 09 670
RUBBER CARPET TIIEES
1. 1
1.2
1_ 3
1_4
A. Includes but not I -L
mxted to
10 Furnish and install carpet
drawings.
Be Related work
1. Section D 9
Guarantee
tiles as located on
X81 Floor preparation
A. Provide Manufacturer's standard
Product
A. Flooring
1• 3/8 thick
2.
3.
4's
I
.0
synthetic r-11htAnb-r-
glass cloth backing and cut
Calor: By architect.
Adhesive: Best grade by
Basket -weave pattern.
three year guarantee_
wI nylon fibers handed to
�0 12" x 12" size.
manufacturer,,
A- Approvals
1. Futures Inc. Upland California
2,w EZ Dorado Velvet Tile