HomeMy WebLinkAboutPLAN REVIEW - 96-00001 - Colonial House Apartments - 12 Units Phase 2J-
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City of Rexburg
Engineering Department
12 North Center/P.O. Box 2ao
Rexburg, Idaho 83440
(208) 359-3020
Plan review based on
the 1991 Uniform Building Code
Project Number: AUSTAD-2 Name: CaLONIAL HO 2
Address*. 4TH So, & SND WEST .
Occupancy : R1;R1
Type of Const: V-lhr,V-lhr
Report created usi3'�g Plan Analyst software
Portons of tie material contained in this
Uniform Building Code [ 1991 edition] with
Cox�ference of Building 0ffj-c3-a1s,,
LIP C1 L.
Contractor:
architect:
October 1, 1995
AUSTAD CONSTRUCTION
KURT KARST
Engineer:
Plans Examiner: JOE LAIRD
by b w & a.
program are
permission
622
reproduced f rapt
of International
the
IDENTIFICATIONSHEET C ON REQUIRED
1 A-3 NO ATTIC ACCESS SHOWN Provides an at�tic access (22X30 n'in) to
each attic area*�Mmlft Seco
2 A�4 SHOW AREA SEP .WALL DETAIL S with Zhr constructiq M*MW
an .
505.(f )2. and Table 43-B. Section
0
C!
5
2
7
A- 4 SHOW SEP 9 WALL ROOF DETAIL .
with Section 505
Aa�J
A-5
�=.d
The areaseparation should comply
.(f)4. at the roof,
TREAD WIDTH SHOWN AS 5411- The mav"is mi vTM -v-,.,. ..r
and the minimum triad is 11 inches,
step is 7 inches
_-- sec. 33-06,(c)
INTERIOR STAIRS & HANDRAI LS NOT SHOWN. �ia�drail is
to be 34 tO 38 inches above the nosing of
and if the side is open, the maximum sire
,opening in the railing at the stairway is
�-- Sec., 3306,(i) & 1712m
Guard rail at fop of hand ica Ped
Step 1S
below. -ft&=Wo Sec. 1712.
ramp should be 42'1
30 inches to floor
required
the steps
of an
4 inches.
high where
or grade
MIRROR HEIGHT NOT SHOWN Provide at least one mirror with
bot
tom within 40 inches of the f loor . -- ANSI
Sec. 4.19.6
the
A117. 1
Required corrections for:
Project Id: COLONIAL H0USE,PH,. 2
Address: 4TH SO. & 2ND WH.CT
Pages # 2
SHEET IDEM
_EC -ON REQUIRED
A-5 SHOW GRAB BAR &
WATER CLO SET HEIGHT
A11741 Sec. 4,16.4, 4ol7e6l. & 4624
9 112 & A4 SNOW 6 SEISMIC LOADS NOT SHOWN ON PLANS. WHAT DOES
"DESIGNED TO LDS STANDARDS" REFER TO? SHOW ALL
DESIGN LOADS USED IN THE DESIGN OF THIS BUILDING ON
THE PLANS, IE, SNOW, WIND, SEISMIC, LIVE, ETC.
SNOW 35 PSF, WIND=80MPH, SEISMIC ZONE 3.