HomeMy WebLinkAboutREVIEWS & RESPONSES - 97-00026 - Broulims - Grocery StoreTRANSMITTAL
PROJECT: Brouiim's-R-exburg
T. City of Rexburg
ATTN: Joe Laird
PRESCQTT MtJIR ARCHITECTS
245 South 200 West
Salt Lake City, Utah 84101
801.521 *9111 9 801 ,521 ?l �6fux
DATE: July 1 8, 1997
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7115197 Response to Plan Review Common#s. (14) pages
6/11/97 Plan Review Camrnenfis 1 thru 6 (2) pages
7111197 Pian Review Comments 6 thru 16 (3) pages
6/19/97 Fire lvtarshaf! Review Comments (3)pages
REMARKS.-
CC:
EMARKS:CC: Din Whifehead
Cori Pitt
Dick 8raulim
B: Jack Robertson
11
NILE L. BOYLE
VfC,j
ROSE BAGLEY
CURK
RICHARD HORNER
TA V*UKA A FINANG i OFFKM
June 1 1, 1997
X208 3022
Mr. Jack Robertson
Prescott- Muir Architects
245 South 200 West
Salt .Lake City, Utah 84 101
CITY OF REXBURG
STATE OF IDAHO
Re: Broulim's Grocery Store @ Rexburg Idaho
Dear Mr. Robertson:,
P.O. BOX 280
12 N0,R]"H CENTER STREET
REXB, IDAHO 83440
PHONE (208) 359-3020
FAX (208) 359-3022
A representative of the Contractor who ,has been selected to construct the subject building, Ieft
meapreliminary
yet �f pians us to � over for any probleMs that need to be dandled as
soon aspossible. e have reviewed the partial set of preliminmy plans and have the following
comments after a hurried and incompi
ete review.
a� 1.-- Sht* T 1. Our ana.l�Fs�s of th,e bui�duag zndicates around 1231 occupants for the m.a�x�. part of
the store (including office me�an�n�� aril 24 occupants in. the back storage/dock/ mecha�.cal
mezzanine area. �Se� copy of encIosed computer analysis) The 1231 occupants indicates that
the min part of the store needs 4 exists iulstead of the 3 exits shown. I am not aware of any
ICBO interpretation that allows for the de' -duction of space for fixed shelving, etc. as is indicated
an your analysis on Sht. T1. If you have such an interpretation from IC -BO, we w;I1 of course
he glad to re-evaluate the building in light of what deductions they say can be made.
S
1 � 2.-- Shts A I., I ---- the Me. ni'np Break r�om # 2VQ X33 occupants is a arPntl fog a.I o
stores emp�oyecs and its f�.r�c�Yon is nt�# 4uplicated��� fthan an the main floor; therefore is
should be handicapped accessible in accoidance with LSC Oha��er 11. Id on't seg an
applicable exemptions in UBS Sec. � 103: 1-1. The EXCEPTION in Sec, 1103.2.2 would
exempt it of this were a singe tenant st�►1e; huever, �t has at least a separate band so it would be
a muliz-tenant Group M use. Are the phdrmacy and video store separate Tenants also? What
,rational have you found �.ppro�riat� gin. saying phis mea�anir�� br ak room doesn't have to be
handicapPaccessible in the other similar grocery sores you have designed? Perha� s i� could
be classified as a Group B use and the referenced exce
p#�.on tivou�ld mien be applicable. It still
wouldn't satisfy the ASA requirements though.
f
06/12/91 09:36 V208 359 3022
CITY OF REXBURG
014. 3 ._ Shts S0,11 Under paragraph C - Basims of Design, the Design mind Speed for Rexburg is
80 mph not 70 mph as shown. When you submit the two sets of plans for our official review,
please include a copal of your structural calculations for the footings, walls, columns, beams,
Waists, eta,
Q�z 4. -- Sht4 S041 --- Paragraph D - Foundation makes reference to a sails report for the site. Please
include a copy of this soils report with the review plans. The topsoil on the valley floor hese is
usually a variation of clays and silts. You have to gel dawn to the naturally occurring gravel
layers to be able to find a soil capable of providing the Design Soil Pressure of 2500 psf shown.
The depth to this naturally occurring gravel is quits varzable. On most of our larger buildings
the Architect has had the Contractor excavate all of the silt/clay material and bring in granular
borrow (pig run gravel.) o -ver -the top of the' exposed existing gravel and compact it to get a
reasonably level, uniform and structurally stable footing. Ground water level is also a
fluctuating thing here. During some parts of the, year it will be 10 to 12 ft. below the ground
surface, then come up to wir thin 5 to 6 ft.,of the surface after spring runoff or irrigation causes it
to rise.
5. -- Sht A 1 v I & S 1. 2 --__ The common wal1 between this sure and the adjacent stores to the west
of it will be a 2-hx..Area Separation mall. Column and ceiling joists would need to be in
accordance with UBS Sec. 504.6. dor Area Separatic)n Walls
Any bearing walls on the north, east and south sues of the building would have to be 2 -hr. rated
wall. On the north side, a non- bearing wall also has to be 1 hr. rated. See Pg. 3 0f attached
computer analysis alld UBS Table 5A. :The concrete block walls wouldn't be any problcm of
course, but I couldn't find any detail that:showed how the steel columns ars going to gel the 2 -hr.
or t -fir. protectYon: but the plans I have are, of cause, incomplete,
,,wo 6 Sht* A 1. 1 & +C 1 --- No landing or exzting sidewalk is shown for the exit do o r on the east sid�,m
of the building.,
Please give
me a call after you
have had
a chance to look over
these cvmments,
continue to
review the plans as
we knew
you are in a hurry to
get started on -the p
Very truly ycmlrs,
-10 CNN,
JOSEPH A. LAIRD, P.E.
CITY ENGINEER & BUILDING OFFICIAL
We will
reject.
NILE L. BOYLf
NJypR
ROSE BAGLEY
CoLEAK
RICHARD H0,qf&fl-
rMASUPIR 3 iiNAkL1E.0 WtUn
July 11, 1997
ii}7T " -'.0 ` i' �.. +. M r .. t # i it
Mr. Jack Robertson
Prescott -Muir Architects
245 South 200 West
Saft Lake City, Utah 84101
0
srnre OF !onho
Re: Broullm's Grocery S4tore @ Rexburg, Idaho
Dear Mr. Robertson,
eo. eox 2so
12 NOPTH CENTER STPEE7
REXBURG, IDAHO 83440
PHONE (208) 359-3020
FAX (208) 359-3D22
(n my previous letter to you, E listed 6 items regarding the plans for the subject building
that ! thought needed to be looked at. After having had time to review the pians
more Thoroughly, 1 also hsve the following items That beliPva �Aa.� �„ 1-.+ :_..._�
- I GWtlU.
Sht. C1, C2 & A1. 1 — No )andfig at Door 129 or sidewalk connecting this exit to
the adjacent public sidewalk, 7. -- Sht. C3 — Sizes of water & san.sew. service lines to the future office are not
shown.
The 15," storm drain on the north side of the building is very close to or will conflict with
the retaining wall and requires a bend in the pipe at the northeast corner of the
bui Hin Th
�. � � `�` � '� �R�U d 0ass1Dle cor�flict wit#� the sang#ar�r sever settling tank at the
nor#heast carnes cif t#�e building (see 8ht. f''�)
7_h8 Soli, sew.ine Cq�?itiQ #h� ear�r'• r�lir�,, .,�,.�.,t.,.,�._ _
v from t.''s�s3iPi�jy tV �+Qn� l�iC• `+V Lf IQ \7an.
sev�. main in 1 st �Illest 5#. is shv �s a 6" line an Sh#. C3 & as an 8" 1ine on 5I understand from �C;rk Randall of area# Basin �Engr. that i# wild h�. P�plumbing plans need to �e carr�c#�� �� s��w this c#�ar� be � �" lige. I� �a, the
ge.
pg. 1
_ 4
i a '
7
vim+ sewer Supt. is concerned about the sampling manhole and hovv ha is going to be
able to get samples of the effluent coming from the griVgrease settling tank. The
sampling manhole will need to- be ai 4 ft. diameter manhole. T
from the settfing tank will need to bhe sewer line carrying
e kept separate from the line coming from the rest
roams, so the effluent from the settling tank can be monitored for grease and dirt
content. Or, the fine from the rest rooms could connect to the 611 sewer service east of
(outside ofl the monitoring manhole.
8. -- Sht. C2 -- There is not much pedestrian space on the sidewalk fi {cont of the
handicapped spa;,es. The colum��s for the front canopy (sign band) also further
dim1
inish the sidewalk useability in this area, I imagine there wifi be a considerable
amount of pedestrian hetet between the grocerystare and the "Retail Shops" west of
the store.
Sht. Al. I & A5,3
Section 7 on A5.3 shows theiramp and handrail for exit door 906. This handrail
should be 34 " min.. to 38" rsiax. height according to CABO/ANSI - A 117.7 - 1992, Sec.
4.3. 10,.4 rather than the 46" S
hown. '. Will the handrail extend around the west and
south sides of the outs'l'de landing? ' I notice that Section 7 and'Section 4 are the
same. Is there a mixup here, as thy; handrail an the ramp to door 106 would not
normally be rerrrovable?
Seetion 4 on A5.3 shows a removable pipe guardrail along Landing 204. This
section doesn't show the intermedia'
t'is rail(s) required to make it in conformance with
Sac. 509..31 EXCEPTION 1. Also see Category 9 in Table 16-wB-Special Loads and
footnotes 8 & 9.therefo.
10. Sht. A6.1 — As indicated in Item 3, the Assign Wind Speed for Rexburg is 80 mph
not 70 mph. The suppliers of the g►ass items will need to be told to use the 80 mph
figura for,their glass and hardware.
11. — Sht.
C3 & Pz
6nt. P2 doesn't show the 6" fire line and the 2." water service line coming from
the 811 watermain aver ;o Water Risen, i�m.'I 11. The2 " meter will also need a -3/4"
b
YPasS meter for low flows. (The water meter assembly is avaiiable from the City Water
Dept, at it -11S. cost to the City) The 211 meter with 3/4 inch bypass meter will need to be
housed in some type of insulated outdoor manhole or brought inside the Water Riser
Room 111 • The same is true for the 2" landscaping line, i.e, it will need a 314" bypass
meter for low flows and a manhole to!,enclose it The sprinkling system will, of course,
need an air break to separate it from the city water system. As indicated by our Fire
Marshall, we will need Fire Sprinkling) System drawings, etc, when this information
becomes available.
1. ,•.A ..,R.
12, — Shf. E2 — An Emergency Ex -'f sign will, of course, be needed on the required 4th
exit. The EXITsi-gn over thast exit door (Door 129) is not visible from much of the
stare. There needs to be a 2nd Ettore visible EXIT sign ou# at the corner of the
Women's Rest Room directing peo!le to this exit.
the battery operated emergency lighting System does not gave much light t
0 this
east exit or to Seating Room 133. ,There is no battery operated emergency lighting
on the stairs from the office mezzanihe area. There is no battery operated emergency
Fighting in any of the workirrg/starage areas or at any of the exits from the
working/storage areas.
13. -- Sht E� -� Automatic Do -ors at the Main Entry.
Whenou�getthemanufa�ube�r��r'ts sUbm��l and drawings for the mainmain e�tentry wewi 1( €geed enaug� i�f�r��t�a� on � the electrical systems and the Saar system to
assure us that it meets the require��nts of UBS Sec, i Q44 - Doors.
14.9 — Shta S0.1 -- Under the, Structural Notes, Section B, Special inspections, are listed
the items that require special inspections on this structure, It is my understanding that
the building contractor has hired a focal engineer -Ing firm, Forsgren Associates, to do
this Special Inspection work. Normally we see the Architect or Structural Engineer
41
hiring a firm to do the Special Inspection and testing. To what extent are you and the
structural engineer going to be overlooking the construction of the subject building?
Do you avant us to talk to yarsgre'n Associates, or the building contractor if we feel
there is some problem with the building construction? We are accustomed to having
'P
the Archetect/Engineer very closely inIvolved ininspecting the construct* of the
building; however, we realize that is very hard for you to do when you are so far away.
15. Cour Fire Marshall',3 revi6W Of thelans is transmitted herewith as a separate
rats
k
16. Click 13raui,&
iM asked the Planning'& Zonin
9 Comm. to rescind their previous
requirement for at least two landsr�ped planters near the front of the s#
ore. After
much debate, they finally agreed #hat the two landscaped planters in the parking tot
near the front of the store could be eliminated.
Vel trwy your*q,
JOSEPH A. LA
IRD, P.E.
CITY ENGINEER & BUILDING OFFICIAL
Pg. 3
REv-nURG
COUNTv k'IRE DEPAR2R��
r
19.94 Una.= L 0 rm FiW e
Code
Plan Re -view
Bu,-Licincr
r
B U
Ing Addr---�scz&
ZJ '--J 4f
.e * U. Box 280
26 North Center
RexbL?r4, Idaho 8344o
(208) 359~3010
3011 �Q,w
r V
G 0 C ire
and I West
71
ype Const ion 4
TT
Plan Date: 06-p6-g7Review Date: 06-19-97
Oe--,y
C d,
-La33If-IrCa-4r-I'O[j: MI
L Exist-ri
FIOOr Area
;:
5 2,0 7 5
Fi
p. M.
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i
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to mar
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Fire
Hydrant i,ocatian: 101
Fixe Hydrant Plows
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lr 31,173t
em but
Requ 11 red:
Yes
vv e s_ r,
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P�
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dtiOn
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0 t h e
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r
F*
re Lydranf-- Location Acce 7
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n
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i
RESPONSE Tn ?LAN PEV17W COMMENTS
6roulim's Market
Rexburg, Idaho
7
1, An additional Exit hasbeen added. Please refer to a#tcched drawing #5.
2. Our reading of the code is fha# fhe office mezzanineCone dies not rewire an accessible route under
exception to Section 1103.2.2. Although Fhe main level is Groin art multi ten ont retail the second level is
single tenant Group B type occupancy and lherefare is entitled to use the exception. This condi#ion also
meets ASA Requirerr?ent5 which allows a Ston -accessible level similar to the UBC exception if all the spaces
on that level are cccessible_
3. 5rructuro� ccJcula#ians for the building were made using the 80 mph figure.
4. See S.Jcils Report found in Project manual.
5. All masonry walls have perelite loose 21 insuEafiion in grouted cells which provGdes a 4 hour area
separation wall. The adjacent stoles to the west will hove ❑ lower root than the grocery store and the
parapet of the grocery stare will comply with Section 504.6.6. Per table ESA Foo�note # ] the cc] urnn located
of Grids A&5 will require 4 hour protection as noted an attached drawings # 1. AV other columns located
in exterior walls are located where unprotected openings are permitted and thus do not require
pro#ection.
. ' ' r� r � pad i shown both the civil drawings t the rt door o the ecus F side of the building.
6
(Although'it probably should be more clearly i trti ) This Icnding will be connected to sidewak
to the east with 4-0" Wade walk` Per attcched Drawing
' See attached responrorn`0 Engineer C paces` and Mechanical engineer [(2) pagesi
J.
8. This itu t ,, while notidecl is, we believe, workcble with 4-841 clear spcce provided between
and the mcsonry of the grocerystore.
. Please see revised and 4 on attached drawings #'s "..3. and 4.
, The specifications refer to the necessity ' complying wi'Hh loccily mandated wind loads. i
reiterated during shop draWng review.
1 1 i See c tta h d responses from Civil Engineer and Mechanical Engineer.
12. See attached response form Electrical engineer [(I) page].
13. MFG`
submittal
auto doors W11 'rwr
t our dice, the General Contractor will
submitfal
until they
hove received rr a�
from
your office.
14. Your understanding is correct; the General Contractor� specified the��� ���ilfor rtci n.
n
an independent agency to do special 'inspeclions. The Structural Engineer Frit be making 2 s�te1 i , our
office will be making 3 site Visits and the Mechanical on d Electrical Fng'ineers w l i
te
visit. Please notify our office and the Contractor should you notice ony problemwifh the building
construction.
15. Seg c tta rd response to the Fre Marshall Pla Review.
16. Dick Broullm his been informed of this aecisicn.
245 0 UTH
2 0 0 W E S T
SALT LAKE- CQTY
T 8 4 1 0 1
801 5:21=9111
FAX 801 521-91
ip
4 HOUR INSULAIiNG MATERIAL
PER UBC TABLE 7A ITB4 J1.1.4
LOCATE CONTROL JOINT SHOWN
ON ELEVATION Z' SOUTH OF GRID 5
SILECICUS GROUT FILL BETWEEN
BLOCK & STEEL TUBE COL
W
TS 6 x 10 x 1/2
8' CONCRETE BLOCK
16ATI: 7-15-97
s"—_ i•—T
BROULIM'S
NEW GROCERY STORE
REXBURG,IDAHO
245 SOUTH
200 WEST
SALT LAKE CITY
UTAH 84101
4r
or
F
D
ON
i
I
wok
130
10
DA Y QUEEN
13 —7" pn
DATE: 7-15-97
wo
il
Lob—
Adhow
RL -L
--mL,
'Ll
not
A,
5
128 VERIFY N TH CIVIL
. . . ..............
HALL
129
BROULIM'S
NEW GROCERY STORE
REXBURG, IDAHO
lz
CD
6
REVISED CONCRETE WALK
EXTEND WALT( FROM LANDING TO
NEW PUBLIC SIDEWALK
'P.M.A.
159 WEST
PIERPONT AVE.
SALT LAKE CITY
UTAH 84101
H. 521-9117521-9111
IRESCOTT MUIR
I DATE:
I scuF i•
7-15-97
= r -a*
BROULIM"S
NEW GROCERY STORE
REXBURG,IDAHO
P.M.A.
245 SOUTH
200 WEST
SALT LAKE Cl TY
UTAH 84101
PH: 521-9117
FY- 591-g15R
0
Co it
ARCHITECTS
DATE:0
7-16-9%
SCALE 1'=4'-0r
BROULIM'S
NEW GROCERY STORE
REXBURG,IDAHO
P -am . A.
245 SOUTH
200 WEST
SALT LAKE CATY
UTAH 84101
PN: 52-1-9111
sl
PRESCOTT MUIR
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oA1'E: 7-15-97
SIGALE 1/r=1!pft-ftT
BROULIM'S
NEW GROCERY STORE
REXBURG, IDAHO
-A
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NEW GROCERY STORE
REXBURG, IDAHO
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!P_M.A.
159 WEST
PIERPQNT AVE.,
SALT LAKE CITY
UTAH 84101
PH: 521-911 i
FX: 521-9158
5
PRESCOTT MUIR
ARCHITECTS
r
Broulhns Nflarkel,
�`�i st West & Mam"
Rexburcy, ldal)a
CIVIL CLARIFICATION NO. i
July 17, 1997
Incorporate the, tbEowm'g clarifications and revisi�ans �iito the specification, drawings and
contract documents of Brou s, Rexburz Revisions are clouded and designated Delta 1. See
enclosed drawings
SHEET C3
1. 2' Water Meier servL'ng Broulmis is moved o wader riser room and will require a ��"
bypass Meter,
2. 2 " �igation Mater willffl, requ.�e a 'Y4'' bypass maker and entre assembly located 1"n a 4?
diameter manhole. Meter assembly is ava�able from Rexburg City at post,
� . Clan-fication of water and sever laterals to office, grocery and Fad along F1'rst Nest,
see enclosed plans.
SHEET CI & C4
I . Delete two landscape planters 'in parki-ng lot near front of sore.
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The folinwitig 1"; ()"':r -te,5POTI-se W flic Citv
Rdra
w_ . review
,o crit o dated: July -t,
11.
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of thesampfing
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5ho. uld be a 4'-- d] ametc-ic
LC With Citkv of Rox-bur
item dome.&dc wa,[er serv-
lct'-q ro the buijoing j.s.,5,.howrjon drawmgI not 1.12,
111c w] ht)wn
on t�e- fire sprinkler drawi.T) s'ff
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Ir thewater Mctel With a
-6 1 -n th
t F c, w ater ;ter caul
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1 s 60 -
.b eater meter.
If t + are imw -6
i. G -.1-1 s p1case teel frec to calls
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July 16,
Jack
F�'Er?C0�
245 South
l .,
ke
Robertson
r c fl.,'L
. , 1 0 1
o l ►
PAX"Dr
ty
•�
Dear Jacks
i
rlIf
mon
co=IP-nto
4O.L-10wing responoe to the
have ta:idded the exit i
gn
6a V JR
to the
...A iign .
mr
Rexburg
4th axit Rb
�e r of the women.
Tile light
i th an X drama through
Ltgl baty PC -Ick, These are fixt.ure
on F
the 14gritinq l -L T
As e Amt ing
41, - I on the stairs to the office- mezzanifte"
work areas.,
0
nastroomA
them have an
JX f RX, and QX
G located in
and 2'_n the
db
July 15., 1997
RESPONSE TO FIRE MARSHALL PLAN REVIEW COMMENTS
Broulim's Market
Rexburg, Idaho
1. The suppression system in the hoods is specified on sheet M-5 under KOH
1 and KOH 2. it is a
factory pre -piped AnsuE R-102 Liquid Fire Suppression System. Hood extinguishing system is
interfaced with gas solenoid valves and shunt trip breakers to cooki-ng equipment (See Sheets
�
--4, E-5 a n d E-8) ,
For detailed requirements of Firs Suppression System in hoods see Specification Section 15888
in the Project manual.
2. The refrigeration system utilizes a Class A -i refrigera#ion and the aggregate compressor
energy Es X42 horsepower,,
3. As regards the placement of portable fire exfiinguisher, we typically locate these after the
store is fully fix#ured and appropria#e locations are more readily discernable. This also allows
the Fire Marshall to be involved in determining optimum locations dor extinguishers,
If you need further intormatiQn, clarifications or or modifications fo our drawings please dcn`f
hesitate to cd(I.
245 SO U Thi
E S T
SALT LAKE E I T ori
T 8 4 1 0 1
801 521-9113
FAX 801 158