HomeMy WebLinkAboutLETTERS & DOCS - 95-00012 - Madison Memorial Hospital - Expansion Phase 1MON 0e.2s FaS zuia 353 99"'1 JR�� aSSOiIATES �?],r_ii�
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315 WEST'UNTER, PO CATELL0, DA H 0 ?3204
�7E's'r'v & As'o¢iares TELEPHONE- `�IFi7i;.�sr_7�
49 Prc�fessianal Plaza
FAX 2Qo"•233.0:29
Rex-burg,'. 1D'. &3o 440 C. SUDWEEKS, VP.'=.
Q. SLIDWEEKS, P. F.
Subject: Msdisan Countp H,osi�e��.
:ientl
La reviewing the CAY of Pwzbuxg lbtteir regarding the subject job, ocllich you faxed. -to me
on Junehave t}a� follOWing mmmPn}S-
NJ
#12 The- bailer -Water contains chemi¢a1 treatment and is I80'°F temperature, which we
do not recommend, going into -the gtOr& dlnaYn. There is very little waste water
from the bailers: A-t most, five gallon§kpeer weeand EI.� 150 geiton� once a peat'
if tha'boilar is drained and cleaned=
#18 The only file dampe-r
requirea is through the area separation wall, bet*een-
Cefqteria
#F710$. T-his fire'damper will ire added to
comply with the code-
ili; 113.1 and 314 czre_out of tbLe-.0
onferelne'e Room. Unless 2hhe Can Lrence
RwBi'is -u-sed far 60 ped.ple or more; exii lights are not raQuix�ed Door 111 cannot
be eoneidered a legal exit since it opens into. anathec room: A
sLgn on the Stairwell
side of Door 107 wiIlnAt meet code Since Che dwr'sW3ngs into the. stairwell and fs
not'.. tended as a stairwell exit.
#i6 Fite dampers willneed to be added to 8i1 ductspenetr;Itmg was hour rated wa]3m
det extend from floor to floor,. 'TIiS4nv0Iv s D,Vtors' �lffires A109 Toilet ROOM
ama, Doctor Office A005., and Exam Room A003.. D!
41 19' ThEre is a
Pull in- Stairwa-y. IL06 shown on,8hset E-9 Pha3e I, urltich wi11
eatie£y that r9gvirmmeut_
Gert' truly yours'l
ENGINNE�ER.ED SYSTEMS ASSOCIATES, INC.
A
APs
JC;h.9
1
1
N
A
A �.�,y� .310N 0 9 9 X 908 359
0
FROM. JRyY
JRW ASSOCLkTES
ASSOCIATES
Axchitecture Engineermg
Construction Manage ent
p
Box 485
A 9 Professional Plaza
x
f exburg. Id o E13 4,
TELECOPY TO:
I
L�i f 1f I
- 41; j
qp 359-2309
PHONXI
.w
SURaCTI
359-2271
Y
Nop of Pages -
FAX No. -qm4w-nm
T
I 1p i ril
1"MiT�N�T�*-'
(luclu cover act)
m
won
TF'LEFAX SEN
BY;
1
......... PF -um.
N
1 June 1995
City of
P.O. Box
Rexburg,
Rexburg
280
Idaho 83440
Attnle Joe Laird
Re = Madison Memorial Hospital
Dear Joe ,
Please be
received your
a response is
49 FROFESSIQNAL pT,.AZA
(2Q8) 359 - 2309
ARCHITECTURE
advised that I have
plan review comments and
submitted herewith.
a ly yours
Watson
F
M A 141TO. &.N
140i . "07 111
Qualifications Ceffified By:
N.C.A.R.B.
OF
BOARDS
0
REXBURG, IDAHO
Fax, 359 - 2271
ENGINEERING - CONSTRUCTION MANAGEMENT
T
dr
1. Existing Building
1A. As-bui4lt drawings
show 2 hour will eanstrlir_t i nn
meeting the 1994 U.B.C.,
0
required to determine if
the current
in as -built
U.B.C. (This
drawings. )
however an inspection would be
wall/ceiling termination meets
information is not available
1B. Walls are of 1 hour iconstruction
As --wilt drawings do not show a 2f3 minute label.
As�-built drawings do not show wire glass or H.M.
frames at glazed aromas. An inspection would be
uu aeiL-ermine it existing doors &glaaing mets
194 U for 1 hour fire nroiect i nn.
1C. As -built drawings show
separating corridor E102
room to have a 1 1/2 hour
2. Sheet SD/3
existing fire
existing cross-carridar door
from the znterior waiting
'B' label,
-Yes , the +5" water goes out to the
hydrant.
3. The 8" pipes will connect into the neva storm
line west of the new building. Also a 8I' pipe
west side of AlternateI#
will drain into a new
drain .
drain
on the
french
4. See attached site plan for sanitary drain.
S . Alternates #1 has been accepted-- This is not an
issue. guardrail is, deleted with Alternate #1
6. All new inferior & 6 exterior doors meed current ADA
1J
�G11 i 1 pmnn 1 C Tii 7^ i,-% __ _ w
R�_L 1=.L LLt:�te dccess & egres$ . Doors
E1011 E102F 0 & 006 shall be equipped with Gyro Tech,
500 auto. open. as per addendum #2,
7. The elevation of bottom footings dictate that the
footing bearing material will be either bedrock or
engineered fill.
8. Room di
113 is (at
hardwares.
agonal
best)
is 44'. Distance between doors 1.14 &
161Door 111 should have panic
9. Addendum #2 specifies:
Section 08 810 1.3
Quality
Assurance.
A. 1. Glazing shall meet
Federal Consumer Product
B. 1. M
Labels
quality
applicable requirements of
Safety Standards 16CFR1201.
ufacturer's Labels
0
owing strength, grade. thickness,
re required an each piece of glass
type, &
0
iv. Detaii c i' Al t� and all windows with oak guard
IF
Shall be dimensioned as per U.B.Q. requirements
rails
1l. Alternate #1 has been accepted. This is a rated
window .
12.Esa
13. ESA
14.ESA
15. A11 the
constructed
steel
roof
walls within &
of S" CMU which
deck. This meet
around corridor Al 16 are
term inates at under s de of
s the '94 UoB Co
requirements for a 1 hour wall.
1:6. Type 'A" doors & sidelights
glass with hollow metal frames.
17, Contractor
38 if maximum to
18.ESA
19.ESA
shall be
bottom of
directed
mirrors
shall be 1/4" wire
to
ID
lower mirrors to
L
4
Assurance.
A. 1. Glazing shall meet
Federal Consumer Product
B. 1. M
Labels
quality
applicable requirements of
Safety Standards 16CFR1201.
ufacturer's Labels
0
owing strength, grade. thickness,
re required an each piece of glass
type, &
0
iv. Detaii c i' Al t� and all windows with oak guard
IF
Shall be dimensioned as per U.B.Q. requirements
rails
1l. Alternate #1 has been accepted. This is a rated
window .
12.Esa
13. ESA
14.ESA
15. A11 the
constructed
steel
roof
walls within &
of S" CMU which
deck. This meet
around corridor Al 16 are
term inates at under s de of
s the '94 UoB Co
requirements for a 1 hour wall.
1:6. Type 'A" doors & sidelights
glass with hollow metal frames.
17, Contractor
38 if maximum to
18.ESA
19.ESA
shall be
bottom of
directed
mirrors
shall be 1/4" wire
to
ID
lower mirrors to
20. The special inspections
follows0 I*
Engineered
rN 4-
Fil1-
Masonry-
Welding-
Asphalt Paving -
are to be accomplished as
Harper -Leavitt Engineer9
ing
Harper -Leavitt Engineering
Tann"er-WaL 1 1more -Smith ex JRW
Tanner -moi 1 1more -smith & JRW
Harper-Leavit Engineering
All testing and inspe
and directed by JRW &
results submitted to
ction work
4
Associates
shall be coordinated by
with copies of fest
the pity Engineer.
Iii l LE L. BOYLE
M A Y 44
ROSE BAGLEY, CITY CLERK
RICHARD HOAHER, TREASURER
& FINANCIAL OFFICER
C�11Q// DJ� RX IMT,/
U ii p
STATE OF f DAHO
P.O. BOX zea
12 NORTH CANTER STREET
REXBURG, 1D14N0 83440
PHONE (208) 359-3D20
FAX (208) 359-3022
May 5 199i
TO** JOHN WATSON
FROM.* JOE LAIRD
SUBJECT.. REVIEW OF PLANS FOR THE EXPANSION OF THE MADISON
MIEMORLk L HOSPrrAL., PHASE ONE & ALTERNATE ONEO
1. Existm'g building between the Business Office Area and the Cafeteria:
IA.
saes the existing 2 Hr. area Separation Wall on
the
south side of the Business
Office Area
and the east gide of the existing cafeteria (between
the
cafeteria and the.
bacteriology/urology rooms) have a wail/ceiling temu*nafion meeting the Current J.B.C.
requirements?
(See Sec. 504.5.4- Terminating.)
1B_ The existing corridor between the Bus'mess Office Area and the Cafeteria has to have
a I Hr. Fire Rafing. Are there 20 minute raced doors and 45 minute rated windows along this
corridor? Openings cannot exceeds 25% of the walk area. (Sec. 1005.8.2 - Openings other than
doors.)
1C.- Does the existing cross -corridor door separating this can odor from the interior
waiting room have a 1 11Z Hr. fire rating?
2. Sht- SD -3 -- We nate that the 6 "waterline at the BTW earner of the Phase one
buHding is shown in your Addendum as going out to the existing fire hydrant to the south of the
building.
3. SD -3 & A-8 -- Plans do not show where the 8" perforated drain pipe (on tap of the
footings) connects into the norm drain pips leaving the site_ Where does the water from the
existing roof dra.�n.s gro ta`�
4. 5D-3 Where is the existing sanitary seer from the existing portivn of the hospital?
If passible, the n�sanztary sewer Zine should be connected into the exist.�g sani#ary sewer ime new
before reaching the existing manhole where the Citv takes its tests of the sewer �ffIuen� cc�nv.ng
from tie hospita.l. If the two cannot be nagged, the hospital will have to consrtruct a 2nd testing
manhole and pay a second fee for the sewage testing the City has to do. It would be much
better to merge the two lines so there is only one "testing" manhole and one set of tests for the
el
hospital.
5. Sid -- 1 & SD -2, DetaH K - GuardrO. If the guardrail is projecting areas "which are
more than 3 0 inches above grade" it would have to be designed in such manner that " a sphere 4
inches in diameter- cannot pass through" (Sec. 5093). If it is dust serving as a handrail and is not
protecting anyone from a significant vertical dropoff, then the design as shown is OX.; however
if there is a significant dropoff, as there appears to be on the northerly sides of the Phase One and
Alternate I buildings, then 'it would have to meet the "4 'inch sphere" requirements of Sec. 509.3.
It appears that the sidewalk northeast of Door 10 1 will need around a 9 ft. high regaining walI to
hold it up to the indicated doorway elevation.
6. I don't see any detail showing that the new exterior doorways are all handicapped
accessible; however I assume that they all are.
7. S -I , A -6 & Specificafions -- I node that your specifications require that a Soils
Engineer be retained
to ensure a sv�� bearing
capacity
of 20Q0 psf under the building
footings.
Our experience with
the silty -clay soils in the
hospital
area indicate that water flows
downhill
along the top
of the bed -rock, aimast
liquifying the
soil and leaving it with very little footing
support value.
For example, we are having to ao
bask and reconstruct streets in the area using
an engineered fabric covered
by 2
ft.
of pit
run gravel and 6 to 14 inches
of crushed gravel and
asphalt plantmix. This mai
bald
up
cars,
but it cerkaHy wouldn't hold
up a building. Haw do
you handle the probabliffity that this wit silty play ( under the layer of pit Arun gravel) will be
liquified during an earthquake event?
bedrock with pit nen gravel.?
Or da you plan to replace the silty clay clear down to
We would greatly appreciate copies of your various soils tests (when your soils engineer Marts
taking them) as we are trying to establish a greater library of knowledge regarding the sails in this
area and how best to deal with their low load beanng values, liqufication and extreme ffost
heaving problems.
8. Sht A4 & A1 4 - Panic hardware is required on Door 1 11.
9. Sht. A1 5 -- Bottoms of windows, Types A, B, C, D & G should meet safety glazing
requirements of Sec. 2406.
10. Sht. A15,, Detail "C" -- Guardrail at windows should be 34" to 38" above floor to
meet requirements of Sec. 2406.4.8,, Exception 2.
11. Sht. AIS, Elev. "D" -- The window shown as "B" between Doors 113 & 114 ahou.Id
I note that this is changed on the "Alternate 1 " building plans.
have a 314 hour fire rating.
12. Sht. M2 -- Is any of the waste water from the boffer of a high enough quality hand low
enough temperature) that it could go into the roof drain line rather than the sanitary sewer line?
We want to mize the amount of water going to the waste water treatment plant , of course,
but are also concerned about the fact the the storm drain line water ends up in the fish pang at the
Mature Park, so we don't want to have a barge volume of hat water ender the storm drain Zine.
13. Sht. M4 IIIIIIIII Fire dampers not shown. (Sec 713)
14. Sht. E3 -- Illuminated EDIT sins not shown for Doors 1117 1 & 114.
There should also be an fflnuinated EX.21VT si,9n on the stairwell side of Door 107 to differentiate it
from the entrance to the Hasp��al Administration offices.
15. Sht A4 (Alternate 1 Bldg.) -- The Northwest side of the corridor between Doors A-
125 and A-108 should bea 1 Hr. fire wall to give the comdor the required 1 Hr. fire rating.
(Sec. 1005.7)
I6. Sht. A4 & A14 (Alternate I Bldg,) -- The sideglass on the " Type A Doors" needs to
have a 3/4 hour fire rating.
17. Sht A16 (Alt. 1 Bldg.) & A20 (Phase 1 Bldg.) -- Height to bottom of mirror shown
as 40". New CABG/ANSI A1 17-1 regulations shows 3811 maximum height to bottom of
mirrors.
IS - Sht. M3 (Alternate 1 Bldg) -- Fire dampers are not shown on L wer bevel Floor
Plan.
I9. Sht. E6 (Alternate I Bld&) __ There should be a Manual Pull Station �rire Alarm}
near the exit doer ��ing into the stairwefl.
20. Sht. S 1 of bath plans -- Special Inspections - it is noted that Special inspection (LTB C
306) i� gong to be performed on: �A} Concrete, �B}Masonry, & �G) eIdin�. �e will need to
know who is going to do this Special 1nspection Wark and have a copy of thein- certifications
OL
showing they are qualified in the particularshowing field of special inspection work that they Will be
watching.
fie, of course, want to work closely with you throu�ht��� a1� of various construct' phases of
the traject to help you , in any way vie can, ensure a quality hospital expansion for all the people
of our area.
M
MILE L. BOLE
ROSE BAGLEY, CITY CLERK
.RIAS RD HORNS R, T RE . UR E H
& FINANCIAL OFFICER
Mr. Jahn R. Watson
JRW & Associates
49 Professional Plaza
Rexburg, Idaho 8344a
RE: Mad*Ison Memorial Hospital
Dear Sohn,
STATE OF IDAHO
7uly 6, 1995
P.C. aux zap
12 NORTH CENTER STREET
REl[BLiRG, !DA#ED 83444
PHONE (208) 359.3020
FAX (208) 359-3022
Reference is made to my review letter of May 5, 1995- your letter of June l; ESA's letter of Jun
51.� 1995 and our subsequent meeting regarding the Special �n�pection required on the re�`er�ncede
building-
f .Al, B, & C -- It appears that the alterations and addition meet the requirements of
See.3403.2.
2 mofto 0. K.
3 iii
0*Kw
4 -- The City's Wastewater Supt. ��� be contacting You regarding the 2nd "testi
manhole" that u�ii need �v be ins#abed on the near sanitary sewer dine. g
� -- As we discussed, guardrail is required in accordance with Sic. 509.3. The handrail
shown on the plans does not meet the requirements of this section.
6 -- O.K.
7 — OX.
S -- Agreed that panic hardware will be installed on Door 11
9 -- O.K.
1.0 -- O.K.
11 -- O.K.
.y _
1 2 -- It is agreed that the boiler wager will go into the sanitary sewer dine.
13 - -Afire damper will be added at the area separation wall between Meeting Room 1
and the cafeteria.
14 ,- The Conference Room (Room 112) is an A3 Occupancy having an occupant load of
53 people, consequently it requires two exits that mush be separated by a distance of at feast one
half the length of the diagonal dimension of the room. .Exits 113 &. 114 are not far enou h
apart to meet this requirement; therefore one of the other doors must be used as the second
required exit_ Door I I 1 provides a more direct route to the outside of the building than does
Door 127. Section 1.003.5 indicates that: "Rooms may have one exit thrc�u�h an adjoining
roam which provides a direct, obvious and unobstructed �ne�.ns �f travel to �n exit �or�idor, exit
enclosure or untii egress is pro��dec� from the buildin� --" Section 1013 reads: "When two or
more exits are required from a room or area, exit signs shall be installed at the required exits from
the the room or area and where otherwise necessary to clearly indicate the direction of e xess,"
Illuminated EXIT signs are required an Doors -111 113 & 1 I 4. �
Refiring to the need fair an "EXIT sign on the siairvvell side of Door 107", p
Section 1013 referenced abase does not apply to this stairwell door as 2 exits aren't require
d at
this point,, however it mould appear to b� benef ciai to have some sort of identification at this door
so people in the stairwell aren't confused by hawing two umnarked doors on the landing.
15 -1" O.K.
lfi — Sidelight w�ndovvs need to have a 45 minute fire rating,
17 -- O.K.
18 -- Smoke and Fire Dampers shall be in accordance
Nate that the Exception under Item Z applies at this location.
19 -- O.K.
with Sections 713. 10 and 713. 11.
20 -- It is my understanding from our meeting that Forsgren Associates will be doine
gtheIP
5pecial Inspecion of the concrete, forthe hosprta� addition. Vihave not yep received the
0
paperwork foffnalizing this change. dote Section 1905.6. I.1 for in�um estn re for concrete.irerents
We have not yet resolved what firm will be doing tie Speciat Inspectiaon of the Masonry
nd Welding.
JOSE
CITY ENGINEER & BUILDING OFFICIAL
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09/-04/95 14:20
TX/RX N0.2086
P.002
TO
PACIFIC WEST CONSTRUCTION, INC.
P.O. Box 1884
IDAHO FALLS, IDAHO 83403-1884
(208) 525-2645
JRWA
49 PROFESSIONAL PLAZA
REXDURC, IDAHO 83440
> VVE ARE SENDING YOU El Attached EJ Under separat-e
0, Shop drawings El Prints
El COPY .Of letter E3 Change order
cover via the following items:
L-1 Plans El Samples El Specifications
7
1 1 r1tkL- 1 rxt-vN,,:xvu i s tt,) as checked below:
D For approval
0 Approvedas submitted E] Resubmit copies ..or approval
For your use 0 Approved as noted D Submit copies for distribution
EJ As requested
Returned for correct'jons E: Return corrected prints
For review and comment CJ
F-1 FOR BIDS DUE 19 El PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
RECYCLED PAPER
e<� Conte, rits, 40%Ire- Pre-Conmer a 10% Post-Consu mer
SIGNED.-
ff enCIOSUMS are not as noted, kindly notify us; at
nce.
..r
1-95 FRI 10:08
RMCGR IF
���i���,ti+E' Precast, Inc.
FAX N0. 208522970]
August 25, 19.95
CEtTMCATE
To Whom It May Concern*
P
CO'NF,
P.O. Box 51418
Idaho Falv,, j L) 8340,5.14113
FAX. (20d) 522-97-01
f�
i2E:1VIaciiso)Q
11uspitai Addition
Rexburg, Idaho
This leiwr is
* tO .rt.ifY at the block to be supplied on the above
referenced prosect conforIns tr� �'�y�i`
C-An9 I -"-Xtfl iD gr'ad����ifica�c��o�- jaad
N ns
bearin rejasonry u I
9 n4ts*
Yours truly,
O1dcastle, COIF Precast
e
08/31/95 09:13 TX/RX N0.2062
Lwow.
0
mosvp�-- ---Ay
ul-�
1� +�
_ .-__ r•'_ - __ -a,_ _.....ate ..-: �''. <y+p _�. •-sx5 - _
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s
-amdlr
NILE L. BOYLE
MAYOR
ROSE BAGLEY, CITY CLERK
KHARD HORNEHil i EASURER
& FfAfAL OFFICER
Mr_ Sohn R. Watson.
JRW & Associates
49 Professional Plaza
Rexburg,, Idaho 8344a
RE: Madison Memonal Hospital
Dear John,,
STATE, OF IDAHO
d
July 6, 1995
i
P.U. ROX 280
12 NORTH CENTER STREET
RExeuRG, IDAHO swan
PHONE (208} 359-3020
FAX (208) 359-3022
Reference is made to my reVieW letter of May 510 1 9 95 your fetter of June 1; ESA's letter
5, 1995 and our subsequent meeting regarding the Special 1nspection re u�red of dune
UuiIding. 9 on the refere�c�d
1 , B, & C -- It appears that the a�teratians and addi#iA,on meet the requirements of
See.3403.2,
3 7E MO.Ke
4 --- The City's Wastewater Supt_ will 6e con�aci�ng you regarding the 2nd
manhole" that !l need to be ins�a��ed on the new sanitary sewer line.
5 --- As we discussed, guardrail is required in accordance with Sec, 509.3.
shown on the plans does not meet the requirements of tMs section.
6 -- O.K.
7 -- O.K.
S -- Agreed that panic hardware will be installed vn Door 1 1.
10 -- O.K.
11 -- O.K.
"testing
The handrail
0
12 -- It is agreed that the boileir water will go into the sanitary seer Ione.
13 -- Afire damper will be added at the, area separation wall between Mccting Ro+��n 1 �
2and the cafeteria.
Id -- The Conference Room (Room 112) is an A3 Occupancy having an occupant load of
53 people; consequently it requires two exits that must be separ�.�ed fey a d�star�ce of at least, one-
half the length of the diagonal dimension of the roam. Exits 113 & 114 are not far enough
apart to meet this requirement; therefore one of the ocher doors must be used as the second
required est. Door 1 1 1 provides a more direct route to the outside of the building than does
Doer 12 7. Section 1x03.5 indicates that: "Dooms mai have one exii through an adjoining
roam which provides a direct, obvious and unobstructed means of travel to an exit cvrridor, exit
enclosure or until egress is provided from the building --" Section X013 reads: "'When two or
more exits are required from a room or area, emit signs shall be installed at the required exits frim
the the room or area and where otherwise necessary to clearly indicate the direction of egress."
Illuminated EXIT signs are required on Doors I 111 1 & 114.
Refering to the need for an "EXIT sign on the stain3velI side of Doer 107", perhaps
Section 1 referenced above does not appy to this stairwell door as 2 exits aren`t required at
this point; however it would appear to be beneficial have same $of identification at flus door
so people in the stairwell aren't confined by having two unmarked doors on the landing.
15 GFW%= O.K.
16 -- Sidelight windows need to have a 45 minute fire rating.
17 -- O.K.
18 �- Smoke and Firs Dampers shall be in accordance with Sections 713. T 0 and 713. 1
dote that the Exception under Idem 2 applies at this location.
19 -- O.K.
20 -- It is my understanding from our meeting that Forsgren Associates will be doingthe
Special lnspeccan off` the concrete for tie hospital addition. We have not yei received the
paperwork formalizing this change. Note Sectivn � 9D5.6. I . � for minimum testing requirements
for concrete. �.
We have not yet resoIved what firm will be doing the Special Inspection of the Maso
and Welding,
JOSE
CITY ENGINEER & BUILDING OFFICIAL
91
I August 1995
City of Rexburg
PO Box 280
Rexburg, Idaho 83440
Attn: Joe
Re: Mad
Laird
isvn Memorial Hospital
Dear Joe
Please be
to rev
iew the
requirements
sche
site
advised that a meeting
special inspection
for masonry has been
doled for 9AM 23
0 1 will contact
Forsgren so we can di
particular procedures
necessary.
August @ the job
3'WSA and
scuss the
that are
Also enclosed are copies of
structural inspection reports from
Tw'SA and Forsgren on the concrete
foundation work to date.
Jbh,
C C : Tin7SA
Forsgren
Facif is Wes
49 PROFESSIONAL PUZA
(208) 359 - 2309
truly vours.
R. Watson
ARCHITECTURE W ENGINEERING
■
ASSOCIATES
Qualifications Certified By:
N.C.A.R.B.
MWO:
0L....j 0 <:!�
tta k"
O
REGURG, IDAHO
Fax 359 - 2271
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