HomeMy WebLinkAboutREVIEW - 99-00018 - 35 W Main - RemodelU
A
tiiay 5., 1999
John Hyman
Upper Valley Resource an
35 West Main
Rexburg, ID &.31440
S -1 -ATE IDAHO
d Counseling Center
PIJ BOX 280.
12 north Center Street
Rexburg, Idaho 83440
Phone (208) 359-3020
Fax 1208) :'3`513-3022
e-mail re b Ur net
have .xdentified the folloWIng Items that you need t4 be aware of in order for �s to issue
fou a building permit,
The 1994 Uniform Building Codi (UBC) Section 1003.5 ailows 10 or lesspeople
to occupy a space which must travel through moire than two rooms to ext. The
open courtyard between the two bW'JdMgs does nod have an exit to the outside
except through the building to the Nor�� and therefore e�.n nat be considered an
exit. The buialding to the North could be docked. %he other routes possible for
egress are through the hallway thenf1araugh. the soup counseling room or thxough
halla�l then Through the apartment entrance corxic�theor. AIS of the emits require
traveling through two rooms and therefore l�m�t the occupant Load xn tie office
and �apstaYr areas to a combined tota.� of 9 peo�l� ox nesse The group �oua�se�.zn
room is 1U'M'�ed �y its size to 3� occupants. g
2. The stairs da not meed the, standards to be eaxzsi"derea "public" stairs accQrdin
�o
,
the 1994 UBS Section 1006.3. They can be used. as p�vate s�ai�sw�i.ch wo ud
limit their use to employees only and therefore could not be used by the general
public. The space below the stairs must be one hour fire resistive construction.
3. r�s� hforaepegress Must be 011C hour fire resistive
tion as per ��94 CIBC Table 3-B.
4. An electrical plan must be provided to the State Electncaj inspector.
S Provisions should be made to ensure the structural ul#e�rz� of the huu.�ildzn . Theinter�or walls should con�a�n Posts .hat Provide con,jete d solid bearing -under
all beams where azi,crMal posts are -'o be removed..AZy ostS left' in o�° c�
Position should be a�tt.�.c�.ed to the beams w�.t�� a ro ��� framing t. ��a�o.�s�.�cl�. �asi� s�c�d be attac���i� �O C��1CI'��� �I,QC3� �e ties. The bases
ith posh anchors. The stairs
ShouICI De strengqhered mid spanwith either a wa�l b�jow the sir�x��ers o� osis
rr�ounted wzth the proper brack,e�s. The �ia�� s�r��.Qers should be attach �
�� to tie
u�apei Hoar assem��y �,vi��Z steel stair dies. The roof Is curiently leakila d n�ti "
to be repaLred prior to electrical,, i-asula� or analI� �s
drywa�I aDpzcatzons.
vou have any questicns
can be reaches 020ext
_
`_.
4.
Sincerely -.1,
Val Christensen
Assistant Engineer
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