HomeMy WebLinkAboutREVIEWS - 98-00047 - Nauvoo - ApartmentsD7r
Mr. Jay Rice
Sundberg,& Associates
111 East 16`x' St.
Idaho Falls, Idaho 83404
RE. City of Joseph Apts.
Dear day,
STATE OF IDAHO
J
b 2 North Ceflter Stmet
Rexburg, Idaho 83440
Phime (208) 359-3020
e-mail rexburgQsnv.net
April 9.3 1999
I have reviewed your most recent sit of plans and have the �foI lowina comments-,
I __- We still need a detaileo
fete site plan.
The fast changes that were made to the
Site flan decreased the nurnber of Parking spaces to.362 spaces.. This 1*S 20 less than the
orlgina�l� required number of parking spaces which u�a� s�o� �s 3 �� �p�.c��o This total
number of parking spaces required may have changed now if you are considering changes to the
Manager's Unit/Mansion House. Flow are you going to. provide the required. number of
_
-W eho?
-Dark�ag spae
The '`common -use facfllties" in the Mansion House that are for the use of all of the students need
to be handicapped accessible. `here needs to be a 14andicapped Accessible Route from the
public sidewallk to the Mansion.House public facilities to te Accessible/Adaptable Living Units.
On a site as steep as this one, these facilities have to be designed �n detail or they will. end up
wrong. The handicapped ramp locations, doss section, landings and eleva�ians, handrail, dopes,
etc. all need to be shown an detail Attached are some sheets showing vanous required features
dor handicapped ramps and parking places that may be of help to you. We need some final
designs for the Mansion House, the Manager --s Unit and the Handicapped Accessible Route and
we need them right away -
All of the "dead end" vvater��nes are going to be a uQntinuing problem unless we can interconnect
them someway so they don't freeze or end up with stale/contaminated wader. The dire hydrants
need valves and need to he centered in the landscaped stxzp. The FI'Lre Dept, wands the youth
hydrant moved to the south end of the landscaped strip. (Ses%n..L, attached markwd--exp drawing.) The
dans need to show ham the fire water lines and the culinary water lines are goinay tro be separated
and where the water meters ars doing -to be. Howzs wader ��in� to be supb�ied to the 'Mansion
House and the future apartment units on she east side of the Site Plan?
The 4" sanitary seer Imes from the btu"Idimas to the 8" sanitary sewer main need to be shovvm
an ane Site PIairi. Profile grades for the sanitary se'v%ne-I' are not included on other sheets.
Tile storm drain lines on the Site Plan and the Grading Plan don't with
C� one another. The
need for a drainage swale on the east side of the easterly (future) apartments has not been
addressed on either of the dans. Profile Grades far th� �tor- ������ ��� �8{ �n������ �p n�h�r
V 1� ii �i it 1
sheets.
I--
Sht A-8, See. B/A8 &Sec. A/A8
Sht, A-10, Sec. A/AIO
Slit. A-11, Sec,. A/A I I
The building 'is supposed to be at least V- I hr. type of construction: therefore there needs to
be two layers of 5/8" gypboard on the bottom of the roof Overhanging the walkway, unless
you have an approved CBC) Section that shows that Qne layer of gYpbQard and one layer of
mCtal 93f��t bag been tested and found ta provide a I -hr. fire resistwioe rating.
3 --- The apartment units that are going to be "Accessible /Adaptable" Units need to have the
separate "Accessible/Adaptable" features, i.e... doors, counter tops, sinks, toilets, vrab bars, etc,,
sho,%Nm on the plans,
4 --- If 1:h€: Managers.Unit 'is ga�z�gto be moved from the Mansion Ilouse to some other locatioll
and the Mansion design modified so that all of the HandiGapped Accessible Facilities are on the
first floor, we need to have copies of these proposed changes.
5 --- Sht. S2 of the Structural Plans shows a Design Wind Speed — 70 mph. The City of
Rexburg has adopted a Design Wind Speed of 80 mph. Your structural design calculations will
need to be checked to see if this change necessJtates any changes in any of the builda.no,
k
components.
6 Utility Extension Plans (water &sewer} need to be finalized by Harper -Leavitt and sent 'in
to the State Dept. of Environmental Quality for their approval.,
5
It appears that the construction work is progressing very rapidly, but the desiun plans are
not keeping up wi 0 th the construction work and changes. When we gave the Contractor
permission to start construction without a final, approved set of plans, Yt was done with the
understanding that there would be a special effort on your part to get us a complete set of
plans right away. To date this has not happened. I suggest a meeting of yourself, your
Owner/Contractor, Harper/Leavitt and the City, next ThursdgApril 15J 999
1:UQY.M. at the Rexburg City Council Room where we can discuss. these issues and resolve
how and when you and Harper -Leavitt can get a final set of plans completed.,
your Ow•nerlConiractar and Harper/Leavitt aware of this meeting time and place.
Very truly
JOSE
A. LAIRD, P.E.
CITY ENGINEER & BUILDING OFFICIAL
cc Harper -Leavitt
ml�
CABOfANSi Al 17.1-1992
mm} long minimum located on each side of the
curb ramp and within the marked crossing. See
Fick. 84.7,9(c).
4.7.11 islands. Raised islands in crossings shall
be cut through level with the street or have curb
ramps at both sides, and a bevel area 48 in (1220
MM) wid@ M'n]D
MM 18n minimum b 3 In
mem, in the pari of the island intersected by the
crossing. See Fid. 84.7.9(a) and (b).
4.8 Ramps
4.8.1* General. A slope steeper than 1 :20 shal3 be
considered a ramp and shall Damply with 4.5.
4,.8.2* Slope and Rise. Ramps in, new construc-
flan shad have a slope not sleeper than 1: 12, The
rise for any ramp run shali be 30 in (760 mm) maxi-
mum. See Fig. E34.8.2. Curb ramps and ramps
constructed an existing sites or existing buildings
or facilifiles shad be permitted to have slopes and
rises as shown in Table 4,.8.2 provided space limi-
tations
prohibit use of a 112 slope or fess,
4.8.3
Clear Width, The clew
vvic!#h of
a ramp shall
be 361n
(915,mm) minimum.
See Fig.
84.8.3_
4.8.4 Landings. Ramps shall have level landings
at bottom and top of each run. Landings shall have
tie following features.-
landing
width shall be at feast as wide as
the wrest ramp run leading to it.
— landing length shall be 60 in (1525 mm)
minimum clear.
— amps that change direction at landings
shall have a 60 in by 60 in '4525 mm by 1525
mm) minimum landing.
doorways located at a landing shatl have
an area in brant of the doorway which shall com-
ply with 4.13.6.
M
4.8.5 Handrails. damps with a rise greater than 6
in {1503 mm} or a rug greater than 72 in (1830 rnm)
shaft have handrails complying with 4.3,E 0 and
4.3.11.
4,.8.6* Cross Slope and Surfaces. Cross slope of
ramp surfaces shall not be steeper than 1:48.
Hamp surfaces shall comply wit 415,
4,,8.7 Edge Protection. Ramps and landings shall
have curbs, walls, or railings that prevent people
from traveling off the ramp or landing or shall pro-
trude
12 in {305 mm} minimum beyond the inSide
face of the railing. curbs or barriers shall be 4 in
(100 mm) high minimum. See Fig, 84.8.3.
4,8.8 Outdoor Conditions. Outdoor ramps and
approaches to them shall be designed so that
water will not accumulate on waking surfaces.
4.9 Stairs
4.9.E General, Accessible stairs shaft comply with
4.9.
4.9.E Triads and Risers
4.9.2.7 Dimensions. Ali steps an a flight of stairs
shali have uniform riser heights and uniform treed
depth. Risers shall be 7 in (180 mm) maximum and
4 in (100 mm) high minimum. Treads shat! be 11 in
(280 mm) deep minimum, measured from riser to
riser. See dig. B4,921.
4.9,2.2 Open Risers. Open risers are not permitted.
4.9.3 Nosings.. Undersides of nosings shall not be
abrupt,. The radios of curvature at the leading edge
of tread steal! be 1I2 in (13 mm) maximum. Risers
shall be sloped or the underside of the nosing shah
have an angle of 60 degrees minimum from the
horizontai. Nosings shad protrude 1 1121n X38 mrn}
maximum. See Fig. 54.9.x.1
4.9.4 Handrails. Stairs shah have handrails cam-
plyingwith 4.3.1 0 and 4.3.11.
Table 4,8.2- Allowable ramp dlmenslon5 for tru t; n 1n
existing sites, buildings and facillUes
Slope')
Maximum Rise
Steeper than i : 1 fl but not steeper than 1 : 8 1 3 in 75 mm
Steeper than 1: 1 2 but not steeper than 1: 1 0 1 5 in 150 mm
1) A nape steeper than 1:8 shall not be permitted.
0
9
.9
la
12 m i r -i
3s rnin
s*##i* ii#• i i g i
i■i i}i Ir}iF#�Ilii��.■
SURF'ACeOF R
#• #0.4!*•• a*•#F•i •�■i!*#�+� Ji�F�i#iii FF*.#+�++t*+##+•*•*�
rF�i•t�i7'i•ii3i *•MiF*i 4•*E`■ !� ■ ■# .F * fi • � # i # f f �F i � r
�, t � � _ _ _ _ _1F_'#_4_!_•_f _t_!Y°it_rl.yL_4..i .'!• *.rf ! • • i
R'C, 1:
HORIZONTAL PROJECTION
OR RUN
Maxinium Horizontal
CABOANSI A1 17.1-1992
Fig. B►4.8.2
Components of a Single Rami Run and Sample Ramp Dimensions
12 min
WALL
36 min
Fig. B4, 8.3 53
Example of Clear Width and Edge Protection
Maximum
i
Projection
lope
in
MM
ft
1.12 io 1,: 5,
30
760
30
9w
+.16 ioI:�9
30
760
40
1
1:20
30
760
50
i
CABOANSI A1 17.1-1992
Fig. B►4.8.2
Components of a Single Rami Run and Sample Ramp Dimensions
12 min
WALL
36 min
Fig. B4, 8.3 53
Example of Clear Width and Edge Protection
CABO/ANSI Al 17.1-1992
X
M
E
RAILING WITHOU
36 rr,rn
XTENDED PLATFORM
RAILING WITH EXTENDED PLATFORM
F �g, B4.8.3
Exarnple of Clear Width and Edge Protection (continued)
/2max
F
RADIUS
1 '/a max
38
max RADIUS
,Yr
13
600
} ■ w
w7
! w rte! r ■ M.
...........
r ! ■ ,!�
#• - q'+' '+' ,,r 1. }.
d F
i M w laws■ -i•sYs •+
+r• - .+. +iF. .,.'s..+'. .lar.■-F_w
Y
lsgF •}.
y • - ef. Y
•y Y +Y }
w F rq.+.y•P•++- •y - T r .q
• 7 + Y Y
J9ai + Y + •ydP•.•ydgT. eF• +,•+{;si • e
11
1'/z max
3s
P . +. 12max
1
60'13
J■• . P Y R!
a T i r•� •},
# Y. •Ta # F
•ia Y•4 # F•Y•w• •Y i•■
w P • # w• •w •w.r
q #•! F
Y a +!•
w�r•wY - w r• f #i
yP.� - i •r r wd+ F .r+.
1 4 P• • • a .qaa air .l sa •P•'4 Y++•i i i
1a1
441
•1
a1
} 44F•■ wf•i•■a■J■ # ■ !
4 7• •7^aw•4e ah•+•YL i
ry•. sy. .^. . ..a+•ate 1
i • • . • -
{a} Flush Ryser (b) Angled Nos�ng (c] Rounded Nosing
Fig. 84.9.2. 1
Usable Tread Width and Examples of Acceptable Protruding Nosings
0 -
Slopes steeper than 1 :20 (1 unit vertical in 20 units
horizontal (5% scope)) shall be considered a ramp.
Ramps in new construction shall be not steeper than
14:129 (1 unit vertical in 12 units horizontal (8.3% slope,))
30"' (762 mm) maximum rise.
Cross. slope of ramp surfaces shat! not be steeper
than 11:48.(I unit vertical in 48 units horizontal (2%
slope)),,
Handrails are required when the -raise exceeds 6"'
(150 mm) or run greater than 72" (183 0 mm).
Table 4.8.2—Allowable ramp dimensions for construction
in existing sites, buil
dings and facilities.
Slope 1) Maximum Rise
Steeper than 1: 10 (1 unit vertical in 10 units horizontal 3 in. 75 mm
(10% slope)) but not steeper than 1:8 (t unit vertical in.
8 units horizontal (13% slope)
Steeper than 1:12 (1 unit vertical in 12 units horizontal 6 In.. 15Q mm
(8.3% slope)) but not steeper than 1:10 (7 unit vertical
in 10 units horizontal (10% slope)
1) A slope steeper than 1:8 (i unit vertical in
8 units horizontal (13% slope) shall not be permitted.
Clear width of ramps: 36" (915 mm) minimum.
least as wide as the widest ramp leading to it.
be 60" (1525 mm) minimum clear.
ANSI
Landings Shall. be at
Landing length shall
F
ARKI.NG SPACES
Accessible parking spaces shall have surface slopes
not steeper than 1:48 (1 unit vertical win k$ units
horizontal (2% slope)) in all directions.
36 main
915 mm
ACCESSIBLE ROUTE
1525
CCESS
ISLE
Van spaces shall have a heightfo98 inches (2 i45 mm)
minimum at the space.
L 1 �
W1,
lip
0 41' 1
IRV
.-LASSENGER LOADING ZONE.
Where provided, passenger loading zon
located on an accessible route.
Passenger loading zones shall
constructed in accordance. with
es sha
If be
ANS
2,40 min
6100 mm
1 4.6.
Access aisle and vehicleullmpup space shall be at tile
same leve( with a slope not steeper than 1:48 (1 unit
vertical in 48 units horizontal (2% slope)).
APPENDIX SECTION 3113
ANSI 4.6
m
RUNNING �
SLOPE 1 :20 �
(1 unit vertical in �
20 units horizontal 1
(5% slope)) max
RUNNING SLOPE
1:12 (1 unit vertical in
12 units horizontal
(8.3'/o slope))max
Y
COUNTERSLOPE
1:20 (1, unit vertical inIN
a -
zu units nonzontai
•&EV - ' -pe)) max
WALK
f 4M A
NOTE:
(1) Slope = YA, where x is a level plane.
(2) Gaunferslape shall not exceed 1 :20,
(1 unit vertical in 20 units horizontal (5% slope))
STREET
NOTE: if x c 48 in. (1220 mm), then the slaps of the
flared sides shah not exceed 1:12, (1 unit vertical in
12 units horizontal (8.3% slope))
M-4
L01
s /encs.
3i�cwalk wG �¢e� ~FJ,�
4M7.
W_1ii0:kii1 M79
L
1 a'y'iF
Sept. 22, 1998
TO: Jay Rice
FROM-. Joe Laird
STATE OF IDAHO
SUBJECT; City of Joseph Apartment Complex on 211d West St, in Rexburg
I was reviewing the site pian you deft me and have the following questions:
Z --- 2" West Street Right-of-way and Zfl ft. Frontyard Setback as per out discussion.
PO Box 280
12 North Center Street
Rexburg, Idaho 83440
Phone {208} 359-3020
fax {208} 359-3022
e-mail rexburg@srv.net
2 --- Sideyard Setback is shown at 6 ft. Assuming the tap of the wail of the three stat -Y
building is aroumd 30 #t. high, the Sideyard Setback world be more around 10 ft.
�( 4"/ ft. X.30 ft. _ 120 inches = 10 ft. Don't forget that all setbacks- are measured to the eve drip
Zine, not the edge of the building Zine.
3 --- Buildings are three stories in height and will be of one-hour dire -resistive construction
throughout in accordance with 94 CIBC Sec 310.2.2.
4 --- The City Zoning Code doesn't allow buildings taller than 30 ft.
ft. high?
Will these be fess than 30
5 ---- A spx�x�k�ing system is required for a three scary building in accordance with
94 UBC Sec. 904.2.81,
6 --- See UBC Sec. 3 10. 1 O,pg. 1-51 and pec 904.3.Z, pg. I - 15 8 for F ire Alarm Systems
? --- Hew much parking is required for the two "Mansion Houses"? Are they one, two or three
stories?
December 22, 199 8
Mr. Jay Rice
Sundburg & Associates
1 1 1 East 16' St.
Idaho Falls, Idaho 83404
RE: City of Joseph Apts.,
Dear day,
STATE OF IDAHO
110 -f
12 North Center Street
Rexburg, Idaho 83440
Phone {208j 359-3020
fax (208) 359-3022
e-mail rexburg�srv.net
I have reviewed the preliminary plans you sent me for the referenced apartment complex and
have the following corrnrientsg
I ___ The Site Plan was vel preliminary and is reiumed herewith with our preliminary comments
shown thereon. Before you start pouring footings, we will need a pian showing dimensions
from the street right of way lines to the edge of building (oar eves). Also the distance between
buildings.
2 --- I assume there, will be a separate landscaping plan.
3 --- Please send me a ropy of the structural calculations for the building design.
4 _-- Show design criteria on the structural plans, i.e. Seismic Zone 3., Wind= $0 mph,
snow load = 35 lbs./sq. ft., etc. Structural Sheets S-2 & S-3 were so dark I could only read
a port -ion of what was an them.
5 --- Please send us a copy of yours Sails Report. As we have discussed, we are particularly
concerned about how you and your sans engineer propose to handle the large volume of
water that runs along the top of the underground kava rock and which will be dannned off by
the new building footings and foundation wails. We are also concerned about the wader-
trghtness of the seal between the urieven, fractured rick surface and the concrete footing and
what may happen to water that seeps through this joint and gels into the material under the
concrete slab floor (i.e.. it meds someway to get out of the "swimming pool" formed by the
foundation walls and foofings),,
+b --- Tie three story buildings have to have a
all interior walls need to be 1 -hr. rated_
"Type Vp 1 -fir." racing, which means, of couxse; that
The Eves of the walls between the buildings
(where the stairs are) need to meet the requirements of Table 5-A,, Sec. 503.2.1, pax. 2, and
Seg, 7 Q5 .
That portion of the goof /ceiling overhanging the pedestrian walkway (particularly in front
of the windows and doors) needs to be 1 -hr. rated to keep flames from coming out of such
openings and being sucked up into the attic area. (See. 1005-7)
7 ---- There needs to be a detail showing the attic draft stops directly above the common
apartment wads. (Sec. 708.3.1.2.1) Attic access openings need to be shown,(pec. 1505.1)
$ --- An automatic sprirlklin� system, is required in the three story buildings. (Sec. 904.Z.8)
9 --- A Fire Alarm System is required in the three story buildm'-gs. (Sec. 3 x. 0 .1 Q, -see E ion 2
and Seco 904.3.2}
10 --- Smoky; Detectors are required as per Sec.310.9.1.4
Very truly
JOSEPH A. LAIRD, P.E.
CITY ENGINEER & BUILDING OFI'ICI.SL
SUPPLEMENTARY REGULATIONS
4.1 lity.
The regulatJons of this
regulations within zones
Chapter qualify or supplement the
appearingelsewherein this Ord inance 4
_Yard spice ---for One � iil Buildin
two principal
buildings may claim the
same, ior area or w-LCItnor qufired
COMpliance with-iina
am.i
yard for
port i' cn
the purposes
4.3 Sale of Lots Below Mlnlmum Space . .
parcel of land which has less than the min] -mum width or
area requirenients for the zone in which it is located shall
not be separatedlarger parcel of land for the purpose
of -immediate or future building or development - a lob.
See ion - f this Ln
4.4 Accessory . Bila
Accessary i shall not be placed jj-n the front yard.
Accessory � larger than one hundred twenty square feet
shall meet the same side vard'reauirements as nr � � 1 ti 1' 1 i
accessory l-iding or group at accessory buildings i'n any
residential zone shall not cover more than thizty percent
the rear yard. Accessory buildinqs may be placed in any loo Loi.
in the rear yard, unless t r lir i a garage with
doors opening Into the alley. Such garages shall be located at
least fif-6Ceen feet from the alley.
_.Access to Public Street .L.
All princ]"Pal buiLldings shall be served by a public street,
Access to principal building only from an alley L
prohibited. l l inti .l buildings must have adequate
access and frontage for police, fire, and emergency- services,,
4.6 Clear View of Intersectan2Streets t
For the purpose of insuring reasonable visIbility.n safety
in res dent zones and other zones which require buildings
to be set back from the property line, the triangle of 1.
formedany corner lot by drawinga line between points
the lot lines which are thirty feet feet from the
.te t -tion of such lot 1 Wines shall be free -f-rom any sight -
obscuring c obstruction except as permitted below.
Trees i
seven e
a.ng
highern
intersect'
such triangles shall be t-ri'mmed to
et above the centerline
at least
streets. SnruDs. fences, and walls shall
three ±eet above the Lne grades
e
Streets,
1
not be j �' %�•.�
o� the
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W
REXBURG MADISON CaUCdTY FIRE DEPARTMENT
1. 1...f 1.J 313. z V V
26 North Center
Rexburg, 1daho 83440
( 2 0 8 ) 3 5 9-3 Q 10
i994 Uniform Firms Code
Plan Review
Bu
ilding Namep �t
Bui I di 1-1 g A 1"� CJ e S 1S_? 'C W e.2 t
s 5,4''
:-':" ies p lThi:e,�,,
O-C-41cupancy Classification: L111-
New oion Floor Areak
P I a n Da.
Revi'ew Date: .12-30-98
Type �f Construction: V_iHR
ExIstirig l oor Area4- N/L
1 17.760 sauare tee
Re_,.,.qu1re,.d Fire 7 (Appendix III -A):
aam- J
d..Qh U�ajL_t_
IT -
Water
x. t I" rl
Sti-riply Acceptable:
Supp ly
5 7 .
Comments
4
�, k
FireHydrant ACceptable:
n
r
Apparatus Access Roads (Section
Required v Yes
Compiete oa �Acceptable:
4 ) . �.cre�s Roads and VIater Supply,,Including Fire Hydrants Are
P,equired To Be Installed And Made Servi Ceable Pr ior To And During
r
i r
e
-4. 11% - -
2).V�ater
Supply (Article
9,
Section 903)
P,,equired:
YQa
Fire
Hydrant Location:
650
.-WEL.,
2- S.1
Fire
Hydrant Flows: Ltl'Qt
Fire
Flow Test
Location: L%L/L
Fire
Flow S.2upplied BY,
LJ,/,"A
Other AWater
S LIQT.Ie.
Water
x. t I" rl
Sti-riply Acceptable:
Supp ly
5 7 .
Comments
4
�, k
FireHydrant ACceptable:
n
r
Apparatus Access Roads (Section
Required v Yes
Compiete oa �Acceptable:
4 ) . �.cre�s Roads and VIater Supply,,Including Fire Hydrants Are
P,equired To Be Installed And Made Servi Ceable Pr ior To And During
Tilllc- Of constructiOn 9
Secy � �n
j- u
yep
5)F Installation Of ortable Fire Ext ie. 10 Section
1002) Required,,
Location Acceptable:
h e -7n
Type Provided A,.cceptabl Common t S
ed Qn- Un it
AEN
6) Automatic Fire Extinguishinq ->y,stems : (Articie.
L
Sect -ion 1-003
F,equ ired
Type Of
S ste in Instailed : nol, ShQazn
sprinIz,-lor
System
Monitoring
Required t Ar cl 10 Section 1003.3)
Required:
?).Standpipes
(Article
3) F ire Alarm Systems
Comments:
1004)quij7pd:
ki I
(Article, 10 'ection 1007)Recruired:
.1
Type Of Svstem Required: Manual:
L Automat i c.:
T Being Provided:
t ahQwp
Fire Alarm '7N-rstem Acceptable:
.i al or M a 1 -1.0 r -I
Both:
YQa-
x
L r 91
9) Other Corrections That Are Required By Spec.iaj Occupancy Or
10 rIS
,. on d i t
Pians As submitted Are, Acte tabic
Plans �ka =-
r l
comments back to
manner:
Date: 12- --O-C-4p,
.2:L!4z
the plan reviewer in the
New PlanR- vp�--z
11
tollowinq
54 z o
�� -Y
P.O. Box 280
2 6 North Center
Rexburg,, Idaho 8 3 4 4 0
(208) 359-3010
1994 Uriiform Fire Code
Plan Review
Building Name : CitY Of Joseph
Building Address : West 5th South
stories: Three
Occupancy Classification,
Plan Date: 03-09-w99
Review Date: 03-22-99
Type of Construction : ?
R-1 Existing Floor Area: NSA
New Construction Floor Area: app. 17,760 square feet
1)_Required Fire Flow (Appendix III -A): 2, 500 qpm reduced to 1, 500
gpm each unit
Comments: Reduced because of automatic fire extinc�uishin.a system
2) Water Supply (Article 9, Section 903) Required: Yes
Firs Hydrant Location: 650 So 2nd 1. We f 2nd W . 5th S
Fire
hydrant Flows;
Not
available
Fire Flow
Test Location:
N/A,
Fire
Flow Supplied
By*.
N/A Other
Approved
Nater Source:
N/A
water Supply Acceptable; Yes Fire Hydrant Location Acceptable: No
Water Supply comments:
south end of the strip
the seri
Move the fire hydrant
on
the
sough to
the
both fire
�center
in
the center
of
3.)Fire AAccess Roads (Article 9 8,ection 902)
Required:
Comments : Pull
Complete Road Acceptable: Yes
through on
the south end connectin
the two lots
4 j .Access Roads and Water Supply), Including Fire Hydrants Are
Plan Review
Page 2
Required To Be Installed And Made Serviceable Prior To And Dur F
I -ng
Time Of Construction (Article 9 Section 9a1.3}; Yes
5) Installation Qf Portable Fire Extinguisher (Article 10 Section
1002) Required: desLocation Acceptable; Not Shown
Type Provided Acceptable Not Shown
each unit
6 ) * Automatic Fire Extinguishing Systems:
Comments : Miri. 2-A 10 -BC
(Article 1 0 Section 1 0 03
Rewired; Yes2'ype Of System Being Installed* Not Shown
Sprinkler system, Monitoring Required (Article 10 Section 1003.3 )
Required:
Marshal a
Yes, if over 100 heads
proyal
7).Standpipes (Article
S } .Fire Alarm Systems
a
Comments # Sllbl eCt to State Firp
10 Section 1004) Required: No
(Article 10 Section 1007)Required:
Type Of SystemRequired.equired: Manual:
Automatic:
Type Of System Being Provided: Not shown
-
Both:
Yes
YDS
Fire Alarm System Acceptable: No. Till
w need the Fire alarm
infarmation
9 ) Other Correct -ions That Are Required By Special Occupancy Qr
Conditions:
Plans As Subm.itted Are Acceptable:
No
Plans Checked By: Dee Owe�s Date : 03_22--99
Please furnish romments back to the plan reviewer in the following
manner: Move the s -- outh fire hydrant to-- the south end of the str
6
and center both in the _strip. ProvideP a minimum nf 9-7\ 10—pr- fora
extinguisher
extinguish in
system,
in each units Provide information m i flrp
��ystem. Provide information
on the
fire alarm