HomeMy WebLinkAboutREVIEW - 97-00035 - El-Gene TV & Appliance - AdditionNILE L. BOYLE
ROSE BAGLEY
0LER
RICHARD HORNER
TREASURER & MANUAL OFFICER
Mr.. John Page
Palmer Building Co.
17 West 1500 North
Rexburg, Idaho 83440
�ll��/ �Jj �l��U�QlID°QIl
STATE OF IDAHO
August 27, 1997
RE Storage Bulldm'g for El Gene's TV & Appliance @ 31 West Main St
Dear fohn,
Po. pox 2$0
12 NORTH CENTER STREET
REXBC1RG, IDAHO 83440
PHONE (208) 359-3020
FAX (208) 359-3022
After reviekVing the plans for the subject building,, I find the follol"Ting chanes need to be made or
quesfions need to be answered.
J. -,The easy and west si'des of the buildm'g are within 0.5 ft, of the adjacentproperty dine, Section
5 03.2. 1 and Table 5-A of the X994 Uniform Building Code ffidi'cate that these two wars must have a I
hr.
fire rating if they ars closer that 2 Q ft. from the property line. UBC Sec. 6.03.3. 1 and Table b, Nair
1 indicate that the structural members along these two walls also need to have a I -hr. dire protection
rang. Please submit drawings showing how you are go ing to provide the 1 -hr. fire protection for
these wars and coiunms. Attached are some typical examples of ways thesetypesof walls and
caiurnns have been constructed to provide a 1 -hr. fire rafing. You probably have similar drawm"QQ
that you have used on other buildings that required 1 -hr. fire rated walls and columns.
2. Your site plan. does not indicate how the storm drainage runoff from the roof of the building will
be taken care of Each property owner is supposed to take care of his awn storm drainage and cannot
increase the amount of storm drainage directed onto someone else's property. There is a public storm
drai"n pipe in Center St. Perhaps all the property ovvners in the vicinity of this budding need to be
included in a Local Improvement District for Storm Drainage )Arhere under a storm drain pipe could be
constructed over to this area that has frequent flooding problems.
3.1 — Sht. E-1 (under Structural dotes) indicates that "sidings and girts have not been designed dor
snow accumulafiQn at ground level."' AssuMM9 the adjacent storage building is also extended
someday, the snow sliding off of the roof will create a considerable depth of s-naw and ice
accumulation between the two bulldm*gs. How will this situation be taken care off'?
4. -- Please node Seg. 5.9 0£ the ZOPMg Oydinance, a copy of which is attached. This proposed new
storage bufl&ng eliminates either 3 or 5 exis�in� paxking spaces, depending upon how one looks at the
area. As indicated in SeQ5.95 the owner, will need fi tam a Variance from fhPlarming & Zo.m'ng
Comrru&ssion for this removal of existing parking spaces or will have to replace sm"d parking spaces
Within X00 ft. of the building site.
5. — Far your future reference, attached is an example of what we usually require on a typical Site
Plan. Property lhes', location of building an property with dimensions to property lines; parking
stalls, aisles, and driveways (with dimensions).- parking lot elevations and slop es to dram's; building
floor elevations �n relation to parkl*ng lad, bench mark elevation, etc.; location of required landscaping
(10% of the area of the parking lot area; locations of vvaterlines, sanitary sewer lines, storm drain lines,
gas lines, electric lines(both mains and service lines to the building}.
Very truly, yours;
MW
Joseph A. Laird, P.E.
CITY ENGENFEER & BUILDING OFFICIAL
COLUMNS
SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
GA FILE NO. CFS 1 1 00 1 HOUR
GYPSUM WALLBOARD
Base layer 1/2hi gypsum wallboard or veneer base bed to column with 18 gage wire 15"
o.c. Face layer 1/2 gypsum wallboardar veneer base applied with laminating compound
over entire contact surface.
Fire 'est: NBS 3030 7-3-52
GA FILE NO. CFVI 13-00 HOUR
METAL LATH, GYPSUM PLASTER
5/8" 1:3 gypsum -sand plaster applied to 14 1b. metal lath wrapped and wire tied to
W10x49 column with 18 gage wire 6" o.c.
Fire Test: BMS 92/40,10-7-42
. .... ... ....
GA FILE NO. CII 2010
2 HOUR,
GYPSUM WALLBOARD
Base layer 1/2" type X gypsum wallboard or veneer base against flanges and across
web openings W10A9 column fastened to 15/,S
metal studs with V Type S drywall
screws 24'rl o.c. at corners. Face layers 1/2" type X gypsum wallboard or veneer -base
screw -attached to studs with 1" Type S drywall screws 1241 0-c. to provide a cavity �1
between boards on the flange. Face layers across the web opening laid flat across the
base layer and screw attached with 1518" Type S drywallserews 121r o.c. Metal corner
beads nailed to outer [ayer with 4d nails 1,9/801 long, 0.067" shank, 13/64" heads, 12 0'c.
Fire Test: UL R11319-80, 5-27-653
Design X518
ULC Design X518
-----------
�.7�;► FILENO.CM20202 �"�OuR'
GYPSiJN1WALLBOARD
Three layers of 5/8" type X gypsum wallboard or veneer base around W1 Ox49 column
'd T.
with first and second layers naffed with 13/a" long ring shank nails as required for
support. 1/2x 0.015 metal strapping 30 c.c. around second layer beginning 18" from
each end of column. Face layer aftached to 11/4of X 11/4it 25 gage steel angEes held on
A
corners by metal strapping. Drywall corner bead applied each corner with 1 Type S = •-
drywall screws spaced 12"
ox. at each corner.
Fire Test: UL R 1319-331 11-3-60,
Design X516
GA'
FIDE NO.,inn 21 1 0
2 HOUR , ::
METAL STUDS, GYPSUM WALLBOARD
One layer 1/2" type X gypsumwallboard or veneer base attached to 15/aTP steel studs
with 1" Type S drywal'I screws 1211 o.c. Studs located at each corn -or of heavy steel
W14x2-28 column. 11/4rd metal corner bead crimp attached at 6" intervals.
Fire Test: UL R3501 -58P 10-1 0-67P
Design X520
ULC Design X520
*Contact the manufacturer for more detailed 77
information on proprietary products
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METAL
CLADXTER10
-R'WALLS
SYSTEM DESCRIPTION
GA FILE NO., WP 9010.
GYP -SUM WALLBOARD, STEEL LINER,
STEEL FACIA, GLASS FIBER
Coated steel interlocking r nt dor liner panels screw afta h d to top and bottom
supporting angles with /4”-14 steel screws. 11/2" glass fiber batts, 0.6 pcf density,
applied hri gntalC . 16 gage coated, steel at- apedu i 1 �' " dee21/2" wide
g �
with 111,6 Reqs screw attached to legs of liner Renals and to top and bottom supporting
angles. Subgirls spaced horizontally " from top and bottom of liner panels with
intermediate subcOrts spaced 36ri minimum, 4 ?1 maximum. Two layer 5/8" type X
gypsum wallboard applied verticafly with joints offset 26". First layer attach d to subgirtsith 15/8" Type -1 2 drywal"I screws spa � � fr� vertical Second
attached with 15/8" Type -1 2 drywall screws spaced " from vertical edges into h
ubgirt. 16 gage hat -shaped metal coated steiel u girt 711.6" deep 4" wide with 1/2"
legs attached horizontally to first subgirts and gypsum wallboard ilh 23/8"-1 steel
screws 244" o - . Exterior steel or protected Metal fa� ing units of Various s hapes attached
verflca.11y to subg rfs with U-shaped, coated, 18 gage spring steal clipshooked over lips
���t �� r 1e_
facing attached to u�bg�r with / 1 steelscrews.f=acing un4
secured a ton rti al joints with /4"- 12 s tee I screws 1 " o.c. 2 4"wid e steel 1i n er pane is
and 1211 wide steel facing units are 1 112" deep and 20 gags'. (NLB)
4.t
GA FELE N0. WP 9060
GYPSUM WALLBOARD, STEEL FURRING CHANNELS,
STEEL PANELS, GLASS FIBER
SKETCH AND DESIGN DATA
'i HOUR'.
FIFE
F
re
Approx. Weight: 8 psf
Eire Test: UL R4013 -14t 12-23-695
Design U617
Interior side: Base layer 5,18" We X gypsum wallboard or veneer base attached with
1" Type S drywall screws 121L o.c, at right n fes to steel furring
channels applied
horizontally o.c. to legs of exterior panels with 1" Type S drywall screws 16P} 0,c.
Face lager /8," type X gypsum wallboard or veneer base laminated to base layer at right
angles to furring charnels and attached with 17/a" Type S dr aft screws 1211 .c. along
top and bottom g,Alternately, base layer
attached with 1 " Type drwPall screws
24 4o.c. to vertical edges and face layer secured with 17/8" Type S drywall screws 12"
. _ to furring channels. Face layer j6ints staggered 1601 o.c. from base layer jonts.
Etre panels consist of fluted
steel wall panels, 24 gage steel, 1 61P wide, having
shaped " deep legs which interlock along vertical edges. " thick lay fiber 1.0 PCf
friction fit in panel cavity. .( LB)
GA FILE NO. WP 9225
SOLID GYPSUM WALLBOARD, METAL FACINGS, GLASS FIBER
Coated steel interlocking interior liner panels screw attached to top and bottom
supporting angles with 3/4"-14 steel screws, 111211 glass fiber batt' 0. �density,
applied horizontally- 16 gage coatedtl hat -shaped �a���%i /8" dap 1/L>"wide
with -5/8"' legs screw attached to lips of liner panels and to top and bottom supportfng
angles. SUbgirts spaced horizontally from tip and bottom of liner
48" panels with
intermediate�� int spacedMinimum,ai ur . Three lavers
5&' type X
gypsum wallboard applied vertically with joints between adjacent lagers offset 4" for
second layer and " for third layer. First layer attached to subgirts with 15/a" Type -1
drywall screws spaced 12"' from rtical edges. Second layer attached with 15/8" T
ype
S-12 drywall screws spaced " from vertical edges into each sub irt. Thud la r
r�r�
attached to tart and d
layers with 11/2" g Type G drywall screws spaced 12" from
vertical edges and over subgirts. 18 gage 'hat -shaped metal coated steel subgirts 3,18V
deep x 311
wide with 9/16" legs attached horizontally to first subgirt over gypsum wallboard
with 6" Type -1 r a 11 screws " o.c. Exterior t al or protected metal facing
units of various shapes attached vertically to subgirts with U-shaped, oat , 14 gage
spring steel clips hooked over lips of facing omits and screw attached to subgirts with
/4' 12 steel screws. Facing Ljnjts secured along vertical joints with 14 "-12 steel screws
1 Sir
ox- 24 0 Vide steel liner panels and 1211 wide steel facing units are 11/2" dei
p x 20
gage LB) -
y HOUR'',
FIRE
T ire.: 45/8,,
Approx. Weight- 7 psf
Fire gest: FM WP 155-1) 1-31-69
2 HOUR,.'..
FIRE
Thickness:
Fire best.;
'3/16 If
L R4013-15} 1- - 11
Design
*Contact the manufacturer for more detailed
55
information on proprietary products
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skating �I., dance halls
game cep � er s
Racke-tba-I'l, handball, and
tennis courts
Sowing alley
Health
clubsand spas
OT R USES NOT INCLUDED ASO
gross floor area
3. 00 per court
per alley
5.00 1,000 feet
10
gross zioor area
T determined by
Planning commission
A
* Regulationsfor Central � D 1. t � *
The purposes
s'on is to of this prov.L I
recd i- the
pattern of development in the downtown area of the -,
to accommodate the need for new development in the d4
area. Except for new resi.dential uses, additional
street parking will not be required for new uses i
Central Business District. i ti - parking and loat
facilities shall not be reduced or removed from the
new or existing uses unless a obtained f
Planning Commiss'
substitute off -street parking
providedwithin two hundred feet (20CI) o4 tne
.
of the use.,
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