HomeMy WebLinkAboutMULT DOCS - 03-00005 - BYUI - Student Health & Counseling BuildingCITY QF REXBURG
BUILDING INSPECTION SEQUENCE
Type of Inspections: For an -sate construction, from time to time the building official, upon
notification from the permit holder or his agent, shall make or cause to be made any necessary
inspections and shall either approve that portion ot the construction as completed or shall notify
the permit holder or his agent wherein the same fails to comply with this code.
� .
LAYOUT,-, Lot earners staked, staking in place for building, prior toexcavation:
2. FOOTING:, Commonly mace after Hales or peers are set or trenches or basement
areas are excavatQd. Forms and horizontal reinforcing tied in place,
vertical reinforcing cut and on job site or tied in place.
3.
4.
91
6.
FOUNDATION INSPECTION:
The fotindation inspection shall linclEAded excavations for thickened slabs
intended for the sUDoart of bearing wails, partitions, structural sugports, or
eauinment and snecial requirements for wood foundations. All farms and
reinforcing steel, etc., shall be in place.
PLUMBING, MECHANICAL AND ELECTRICAL-.
Rouah inspection: Commonly made prior to covering or concealment,
before fixtures are sit, and �rinr to framing inspection.
TRUSS INSPECTION:
InsDections of trusses.
FRAME INSPECTION:
Commonly made after the root, all framing,
bracing are in place and after the plumbing-
rough
inspections are approved. (Electrical
State. of Idaho Electrical Bureau)
firestoDping,pdrafts#opping and
mechanical and electricsl
inspection performed through
7. LATH AND/OR WALLBOARD I NSP EG I 1UN:
Commonly made after all lathing and/or wallboard interior is in place, but
before any plaster is applied, or before wallboard joints -and fasteners are
taped and finished.
8. FINAL PLUMBING AND HEATING INSPECTION:
All systems in place, fixtures set, ready for occupancy
9. SIDEWALK INSPECTIONS:
After forms are set, prior to placing concrete.
10. FINAL INSPECTION:
Commonly made after the building is completed and ready for occupancy.
11. OCCUPANCY PERMIT:
Issued when, on final inspection, building is ready to occupy.
12. OTHER INSPECTIONS'
In addition to the called inspections above, the building department may
maks or require any other inspections to ascertain compliance with this
code and other laws enforced by the building department.
INSPECTION CAPD
The permit holder or his agent shall posh the inspection record on the job site in an accessible
and conspicuous place to allow the building afficial to make the required entr;Ps. The record
shatl be maintained by the permit holder until the final inspection has been made and approved.
have read the aboveand-willcomply in my requests for inspections by giving 24 HOUR
NOTICE prior for i , pecti..res to be made.
Electrical: 624-3' 6� Building: 359-3020 ex 326 or 313
Plurnb'ng- 35,9-3020 ex 326 or 313 or 359-3034
'4_ -yd
Signature
7
Date.-// - a 4 - z> 7"
BYU -Idaho Physical Plant
450 S. Physical Plant Wa;.
Rzxbur;;Idaho 83'60-820
(208) 496.2468
Fax (21.1,08) 496.2490
To:
Letter of Transmittal
Date:�4)
ff
P
r0j e 1.7
Att-t:
-log* 4r:ilft
Project"Title: tEw-* &-'
We are ina vh nder separatf:1% cover via
E] Shop Drawings
0 Copy of Letter
LJ Prints
0- P I ans
El S anq P 11 s
0- Chama--, Ordnx Other:
the ll l*n ftems:
❑ Specifications
These are trar,,,smi'ttecl as checked bLlaw:
10 .
0- FQr-;,-:a-pprova1 0 Approved mifted
D App'roved as not(n,,d
III Ne"Our use
j As Requested El Returned for fions
11 For review and comment L
!� Resubm�t copies for a'p-proval
Subm�t copies for approval
0 Return co-rrected prinis
Li Fri' Bids Due. � Printc -n:-atii-r-nxa(q afrar I
Remarks:
Copy to:
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-1111 DAHO—IRON
-IDAHO IRON
WELDER, WELDINIG OPERATOrR, OR'TACK WELDER QUALIFICATION TEST R!2CORD
MANUAL
Fis h Weld�hr,No- 42 I'dent".T.wtionj j')4,o_ K 'fvvf�ldlu
Wedno Proce&rra.
....................
R-elcyncd Aclual Mue-gs
I
Uved in Qual�fia.tiun
P ro C as S I Y F -db Ila, 41 RA, M atr'A a n U a!
Electrode (GM,91a of,mutdpia' Fabto A-9, Item "9-)l
;Sir n 10,
C jj rea, t / P ala fity Q'_
PO-Wtf)n fnatjo 4,10, atm (3�71 0 -h j"e-al 0 1 3 G
W e i d Rfr' g r�i c n [T'ah6 4, 1 (.11 NVocal uphi)f vahicall
Oacking "YU OrNO) r7able 4.10, lf4im �511' Yes Wth 5;ack;3T1Q
Mataeial j Spec. i*r 4-.10.1 Itm (1)] AM to
3ase Metal,
Thic,knQs-4z--r (Plate)
3M 125 thru 1. 5"
Meet WA All
Ckr- S T
PL;j U be
Groove ___NVA thru 1,517
R I Ail
Diameter (RipeO
froove
Fiflet
Spec- No
Cla&s
F -No
3 La Type r a �e 4q -4 C r It= 'z4)]
4 F4- & Below
WA
.1.-_.....?...__
V1AL U AL I N-5 P � GTIG N
'Ac� or
Guided end Test Basin=
Type Rasuk
Q. .1 1) o C -
. ............. h
Flet Tezt ftbuft (4-312.3 and 4,3Q.4,I)
Rile-t!S tie
NSA47:_
M
1 4
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oil?
t
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XN
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Ins ected by Varlvk r -I i _q
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a L) -at M6
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W,rpb,d.--
RAMOC RAPHIC TF-STRESULTS
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Cvj Run,
Sao
Ila
n te r P etc d by V-11 d Y a Test N o-
Org aniaat 0 n H & H XM
ape arrer
't anC. t!7;�jt thete-L
We, tNp, certff"y thzzt me slammanLs in thfSreucrV 1L
d
In
OfAtcrdance_ 1,0h ff-amc4ii'lromarits, cf Section 4, of AINSHAVI./S Dl,,!, 1,99E� CC�P_q - -Stee"
M.2meaCturer or IC2AH0,111RON
Date
Auth o r ized bV
. ...... Update
*Note - Tinclr MCeded th� teaL welder qua[ jj
.. ;V..
1 t 0
1) -` 2 42. -, 3 1Y ED 0 8' W, 5 0 FA.Ir 2 0 8 23 7 5 3 4 4 IDAHO—IRON
R ;) (-) 5
IDAHO IRON
WELDEF� WliLDIUG ;DP�ER__A71 CR OR I'AC
KVIELD Q
TESIJAi FaluCANTA*N
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lrv�iaer N - w _j-( Identonceim NO
w"I
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TM rra ble.4 I (). item f2)j v
1�04e i[Table , Iti4ItisT
Ca Frent / p a
PoStor) Fah[,Q 4,1q ;tjE;Fn (s)]
Weld Pr1xjrRS9i3On [T.Abie 4
J Os IMm (7)]
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im
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EF
9/1 &98
rwcom
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an U;31-
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PC -Ise Mew
I hickness,- pip&e)
Grc)cve,
34B
r9l,t
r
Groove
Fillet
Fjill-o-ir Matal [Tab[e 4,10i Item Mi
Ste. N
rI
cl! a S 3
F -Na
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Y
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it.
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hiti
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4 F4
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VV4'F;+UA1 WSPEEMON (4,8,1)
A CnaptabO YES YES
c;..o
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'M 5)
Result Type
Pace
A c"
F"A
HTSs (4,3Q._-3 and 4KA iti
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size
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We, the us de rs ig r. ed, uer.t-fi t h iW 1.17E WU t enn) e rTm f n tr.� r., rucnrd are corr,
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r and that thtr tt_-St
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Tri 4. of ANSIJAVIS njj. ( L �-f
rig code - LJTF--ej
PVT 2 nU Ta ct U r i - crt r C o P5 tr,4 - P1
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c
'Note -
Thi original prc-�
The d Of U Pdate d vvc, (der q Qaj iffcat io n.
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_. IDAHO I RON
WELDER, WELDING OPERAT OR JR TACK WEIDER QUALJFICATIO N TEST RECORD
Nama TED H Uo'"m "' H Or Fe 5 rrr
"'Od-er NQ.. 9 ldenUcatkn No, �1-1^ MA K U A' L
Proms- 2 Rev. Quaffr&nn RMq
° ..
UIQ'ln Qualificatloft
P To ss I Type Ffa ble 4.10, 1tQ 7. �a .7 �
ie cNingln%.rrU Mie) Mabie 4.9. itaM 1) .. E VA a
r r2n I ft
o 6 on L7au a 4A 01 11 3G 4G
ALL PC%Fzd�MON
Wdd Prc-grerision 4-10, Item MI a . TI L. UPHILL,".
LeAL UPHILL
R'ackfng(YES or ) l _1q Item j
Pl ri d f S PeC- FaLbl r IQ, DIY (I)l
B
7 rfffo"7L nesL ate)
Groove
Fillet
Gf-ouve
FRIet
i k-(Pl-pe)
Growe
F-glet
I1F fie"I [Table 410 Item NJ
No,
crass
F -No Pm a ux Type � 4.1 Q, It em (4)]
YES
to A36
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I
-175 THRU.750
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e
MA
T
'A 00 & UP
ALL
.. �j
h er NIA
r ,° a ... . . ° .° a r rw_ ,rn� _ s-e� --wows w_ .c.:. _ ��_4_�v��,w}iiYw_ , '� :�° ° • °r , Yom{, a -
VISUAL INSPEf"PON
kAcceptable YEt� r NO YES
'
Gamed Send Test Pmsultz (4,20,5)
Type R=uft Type Resuft
NIA
_w. P
1}�
it Test moults;.2m, and 4.30.4.1)
Appearance NIA
rn J ,�� °Mlle - rl.' wl. .�,r. _ .1. 6r
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PADIOGRAPHICTEST kESULTS (-1-30,31F
Flim No, RS.SU115 Rem
[ Rm No
-I PAliSEID
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l:ntrre b
z
Test
61m 4
rgzif 0 � r fry -_Date
Update , 1 jcl�g} ewl
We
r , � * � ' end 6s r ars � . and that th e te-k�. chr.- 'were p mpa ret=Q, ;tmded, and
# # in =zOrdtmem d 8e �a G Part C or D (;-vFPMfA' - -- : , dig
Code _ t
Manufaref or Contractoftea• at
AulbGrized by
IDAHO—IRON
IDAHO [RON
WELDER, WEA �-
ME -1 0MR QUFqr-'
�� RECORD
Ypp- of
Welding Pru t ' ..--- - - - -
Varlablez Rmo i
ulCmI'
ro C V T p @ rTabs
LAAO
ct4ro (s i rg te o r rn U ftipi e� 721 �
Trent Pol'afty
po ["able A I4tQ N]
Wc4d Progressfon [TaUe 4-iop Item, (7)]
a l-1(YES OT O) [Tabl,2 4,10, lteMr ti11
M atQ 11 4GLI / S DaCfrab k 4.1 C)� Ri�m (1)
Pass metal
Th i n: (plate)
C -move
F,1J
.Mp
Grp
FlEt
Diameter (R'pe.,
Ger o ' e
Filet
H SPeCL No- -jar item (3)),
Ciess
F—No
Sas Flux Type f-1-1 . 1 J It2M 4f
_ _... IA
N UAL
REVERSE
- • Y o., y
ALL POSITION
VMT1CAL UPHILL 1 VERT CAS UPHILL
_ ..., YES With
_ r�3
a,,�• .1" TRU _750
MIA
- --- _��� - •��1 rfilfl�YP-i � .r_.•�..• .,�P"r.-r-': •2�aa.irf .
NIA
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_ ?5 TH R U47 50
,•� +�,'... ..�`_.R._ ALL
NIA -00 & UP
-
.__{
NLA, . ALL
i `d'•_��IT•b11 1 �1_Yri !`��
4
N-
VMUAL WCTi (4.5.1)
Ac4ceptahla YES or No YES
Guided Bend Test Rein M-5)
EW
Type Rezult
` +�.' ___.. .. _ , rte, _• _ ,
1
FPc%DWI MIA
i {
FU61 size
•!!il '�•�`r H -.n .Mfrs PiliL��� � � ice.
or
n ,,, •.,,•� _ •li � r. --_ �a._rs��--_ � � T �-- •e�i,,_:'s 4'•u
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t'
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ti
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w r ell• p eyrF� *e � -e�I�Lr 4!��j C j�p�� y[!y� L , ' , • , , • - r' , , .. , _ , • - • e. . e r '1 ' " *
' " , • + _1 ' ._@ i1Y' -4 4+r�.■'ii b'.■ �!r '•,, •�.-r_�L_£�.,.� {■�y��' " + e L• r • "i'F•F4F, .•'' y �aL r��'�p �h� bi+•'!• _ , '
� ��` i � � •ri��� _-_':.a_-..,�.� _ � � r.. it
a
Te�at No
ate
I Z11M1 .a 4.
Interpreted by
.11
H I M HJD,t2, ttt
e4M�77ili
*r
0-iganizatlfc,m 0 H HX-R;�-y Sp-V-110E?5t Ina Data
t -'t 9f&-r;Qd, ti,f that U-*� ' tat n In this re= Cramact and :'pit ffle tE-S,;t we] w4-4rrm pared, wVpfdkd, aw
h2
'ode Std ei
:1'r UfTlal Tor pit --a Ctu r
_...
4re
- — - Date
pig 0 . E D 0 8 -1'r- 4 8 F 2 F1. 4
.F r
1) A I 10 I R f_
I& o
kfi
-----------------------
O IRON
WEL. D r-7 Iq
M1 =RAT OR, 0 R TAC, K W ir-sCAT 10
SF
� ' 1
ffcm (22)]pp 5
"Ple)
Po L
Fable 4 � I :
5 �
C?a--kff—,,:3 (YES Or1N,TG) MaiDl& 4
spec, I
Base msta.
i
Fill
-)L '
Fillet
Diskm4e;te?-r L (P 1, P'5)
,� . 1 CIF}
y
1Ram
MA R '
_ Sa,G`LE
_tom
ALL POsmo�q
_
UPHILL
�. YES ' r
,
to Gra
r'
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NVA
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I
AL -
2413 O
E701
Pe
F4 Lr BE t
V'S UAL I NS P 41ECT I ON (4 J3. V
Ac<--cf>tab4 YESof
NO YE:3-
Type
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L
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a 2.
n c! T , } # Y
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t rat
earn
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9702 1 5/L04
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PASSED
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f L ••BYLiR,%�r ..+�! I •_-- ..- _. Sar—_ _ -- — J
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NG
� PP-aae-
y• - ._ter -,-,"a •--•� - _—,.,�, , —_ _ Date 4
e, tha Lriders.19nod
at th4a
In the remr are �� d t _the ft�st vviojo!� we
0i $eoton 5, Part C or D of AN 8 YAWS f) I Prevare4 wdded., and joste.,rj n
'Ron Ode &3E!j
01-
,%- r,f
IDAHO IRON
RECORD
WELDER, WELDING OPERATOR OR TACK. VVEIWDER QUAUF1CXFHDN, EST
r K?60m'p'V I N KERR
Ideriffeadort . G; Wider MAN .
Cr
Welding
al
plrocers I 1"Ype Fi abla 0, Itc—M (2)]
ode 's�nq
E'e k le cr,714i'�ple) [TaUe 4-9, ftaw !,P,
C lur r� / P fty
Pio:ajd Fbie Rem (5))Jj
°BALI P Tog ressb [T: able 4-10 items ,
i
NO) l 1 110 Item (8))
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case Mi
a
rr
Thickneez- (Flipc�Tuibis)
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i
d
Record Aralalues F
i? -it QW4fflcAtjor, eati Range
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Q N G PE� i rA_L
m mum
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VER-POAL UPHIL.I.- VEMMCAL UPHILIda
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Yes
R U -"T5
- - -- NIS'` �....-- A
NV.1 H .
N/A ALL_
Z. (I o I
01ameter- Plpe)
Groove NV ' D e. UP
---- L
i
- w r metal LrT;:ab 11n 410, l w •
5,1
F -No F4 & BELCW
Gas M L la 4,1 o, Item 1 f
r
Other
a
VIS UAL INS PF.., T - 3, l
Guided herd 'Test Rp�sf (4.10,0
Type of f Type ResWt
F-1 east I 14 _ _ - a n _� � -1 71d.
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Update `°
.ias
Code - StNu.41iml Welding
Man la��� r CantTactar
_toed by
D, I -
U okiat
A
DEC -31-2003 WED 04 � 16 Ph1 ARCHITECTURAL NEXUS
FAX N0. 4357524160
P. 01/01
F- L Owner XIf F � Architectural Nexus, Inc. Architect x
13p0 fast 2150 SConsultant _
Salt Lake Cir, Utah 84087 Contractor-
Ph;
801-474-7400 f Fax� 901-.474-1100 Field
Other
ARCHITECT'S SUPPLEMENTAL INSTRUCTION
PROJ�CT� 8YU-1daho Student Health Clinic
200 East 404 South
Rexburg, Idaho 83460
OWNER; gi(U-Idaho
Rexburg, Idaho 83460
ARCHITECT'S SUPPLEMENTAL INSTRUCTION NUMBER:
DATE OF ISSUANCE:
ARCHITECT'S PROJECT
NUMBER:
CUNTRACT DATF=:
0ecember 31 , 2003
02Q03
January 2003
CONTRACTOR: Double E GQrrsfru(:tion CONTRACT FOR: General
P-0- Box 10
Ride, Idaho 83443
Fix; 1.6-208496-29-62
Work rhali be carded out i-�3
n ��cordance with the fatlavving supplemental in6truGtions is5ued in accordance with the Contract Documents
Wthout change in Contract Sum or Contract Time. If Ohange in Contract Sum or Contract Tlme, a Change Or&!r shall be submitted.
Wrif#n Description
ITEM GENERAL DESCRIPTION
Wall notation c:1 ay g t' n /ha=rd,
Thisis in response to the request by the city building Inspector, Jan Bary :n a Ietter datod 27 ,August 2001 ThBS€3 items have
�een discussed and already implemented by the contractor.
1.
In the supply air mechanical chase (grid lines C.2 & 4,6} a
the first floor, Uie south waif that is labeled S188 change to
R503S,
2.,
SHEET G003: Create a new wall type RS05. R505 to be
the same
as R801 except change the stud sire from 3 518" to
3.
In the !"etllri'1 air mechanical Gh7&Q f1aCtf1 of til8 StaII°1141el1 #2
(grid lines
C,5 & d) tho oast wall (]11 the first floor that Is labeled
as SO4S change to RS05S.
4.
SHEAT G003: Create a new wall typo R506. R806 to be
the same
as� RS04 except aid an the nary-plyu►read Side add an
extra Iyer 4f gypsum board making a total of 2 layors.
5.
1n the return gar mechanical chase north of the stoirwell #2
(grid lines
C.5 & B) the east wall on the second floor that is
labeled a$ S13S change to RSDS_
6.
1n the stairwe�l! #2E first hoar, on the northeast CQmer chane the wall
type from SO4S to RS05S.
7.
in the elevator shaft on the second flavor label the sash welt
as RS02.
S.
In the gar -aye the north and of the west wall, wall hetvveen
garage and OFFICE PHYSICIAN #"14? change the wall tyke
from 913S to RS06,S.
* Lloyd Benson, 1-208-496,2400
Jon Barr
, Rexbung City: 1-208-359-3022
ARCHITECT: Architectural Nox"s, Incly
@iY.
DATE! 1,,:W / 3
L*_V002k02i003 BYU Idaho Student Health CenteAO20,03 EIYU Idaho-Stuclent Health. Center- ewrd Set\Dom\4 CA Const Admin\ .
SM 2 31 2003 [# 1 9Ldoc
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SEP, -18-2003 THU 03149 PM ARCHITECTURAL NEXUS
A R H i T c fi u R A U
n u s
Dates.
September 1 , 2003
To: ,ion ferry, Building Inspector
City of Rexburg
1.2. North Center Street
Rexburg, Idaho 83440
Fix: I-208-359-3022
From:
'Bob Petro#f, ATA
Copies: Lloyd Benson, Construction Manager
BYU-1daho
fax: 1-208-496-2490
FAX N0. 4357524160
RE: NYU -Idaho Student Health & Counse;o-jing Center
Gate at Mair #2
This FAX conta-InS 4 pages, including cover page
ey�
Attached are drawings of the date I propose to use at the ground level of stair #2 to meet the 24U0
1nternatianal Ruilding Cade Section t00'3.2_3_ P1&3s0- review arid gwe you r approval- l have flat
issued it to the contractor yet and will not da so until I receive a response hick from yap, Please
respond as soon as possible.
T am still looking into the wail ratings and the chase issue. Y hope to get to that next geek.
Y can be contacted at 1-435-753-2141 as fax 1-435-752-4160,
Slnctrcty,
Rob Petro Al
THE MERGER OF JENSEN HASLEMAND THOMAS PETERSEN HAMMAND, ARCWTECTS
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SEP -18-2003 THU 03'I
49 PM ARCHITECTURAL NEXUS
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FAX N0.
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4357524160
B2. ENLARGED STAIR PLAN -LEVEL 1
A701
SCALA
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1/4 _ %ro
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sYuaENr HEALTH & coUHSE-I.ING CENTER
CONSTRUCTION DRAWINGS
E BU Ga 0
It
10MINAL
Typ
P. 02
PIPE
SEP -18-2003 THU 03'I
49 PM ARCHITECTURAL NEXUS
BACKING IN
REQUIRED f
ANCHORING
SECURELY.
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FAx N0.
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4357524160
1/4" X 1 1/4" X 3/16 HSS
METAL STOP. WELD TO STAIR
RAILINC . STOP 1U BE SAME
HEIGHT AS GATE.. METAL CAP TOP
AND HnI-TOM. FINISH TO MATCH
PAT
STAIR GATE PLAN
A70111 SCALE: 314 -1'-0"
BYU IDAHO
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REXSUR03 IDAHO
a t9 CONSTRUCTION DRAWINGS
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05-STA1RHNDRLE.NLG
P. 03
SEP --]8-2003 THU 03'49 PM ARCHITECTURAL NEXUS
A. I. n H
FAX N0.
4357524160
STAIR. GATE ELEVATION
A701 / SCALE: 1-1/2" =1'-0"
�.BYU IDAHO
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CONSTRUCTION DRAWINGS
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URGp IDAIJO
SOLID BACKING 1N
WALL AS RWUIRED
1 1/2" X 3" X 3/16"'
METAL. TUBING. (FINISH
TO MATCH GATE)
P. 04
METAL CAP AT 70P AND
BOTTOM, ATTACH TO
WALL
ilNGES,
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4" X 4PR
BE SPRING HINGE
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AcKINNEY (POWDER
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SATE) THE OTHER
EGUTAR HINGES BUT
iATCH PROFILE OF
�PRiNc HINGE, WELD
IlNGE TO MFfAL GATE
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AND TUBING AT WALL.
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22 May 2003
Jensen Haslem
2180 South 1.`300 East
Salt Lake City, Utah 84106
Dear Sirs
I am the City building inspector for the BYtT-Idaho Student, Health Center here in
Rexburg and whl*le becoming familiar with the plans I noticed that there is no barrier xn
the 42 stairwell at ground level floor as required in the 2000 International Building Code
Section1005.3,2.3. This barrier would prevent people, in an emergency, exiting the
building from the upper floor from continuing on
tv the basement with no
way out.
It
would be better to get this resolved now before
alterations are needed to
correct
the
problem. Your assistance is greatly appreciated.
Sincerely
ion Berry
$uilding Inspector
.11
s
TO:
FROM:
NAME
COMP=:
F
1IFAX Tr -
0 CO. r7. -F,
I p
,y
T TE � ! D AH. a
T . T MT TT L
SHEET
-dC:�tvs�rJ
X35--752- �
ASL
PHONE � : � � S - -765 5 Z
"IT7 OF REXBURG
SOX 290
REXBURG. IDAHO 834 0
F_kx 59-3022
PHO�TE ff (208) 359-3020
Please Mrd t_ --his fax transmittal to the above named
it io , l sage
r
r"H7S I S A G E 1
individual.
PAGES
8c,
12 N U 1 1: J ur ti.l 1ts' Lrea"
Xb ur f 1 ah o 8.3440
Phone (208)3959-3020
Fax (208) 359-3022
e-mail red: urg gs .nLt
Jensen, Haslem
lis North Main
Suite 200
Logan, Utah 84_321
wear
Sirs.,
STATE OF IDAHO
PQ_ Bax 280
,2 Noah Center Street
Rexburg, Idaho 83440
RioNE (208) 359-3020
FAx (2D8) 359-302
E-MA1Lcityha11@CLrexbur9.id.us
27 August 2003
While becoming familiar with the wall framing details for the Student
�BYU-Tdahoeal�h tenter a� I noticed a fiew discrenanciesin the rated. walls.
1
Some ofthese areas are listed below and fall under Section 707 of the
Internatl'onal Building Code.
1. Ln the supply air mechanical chase (lines C.2 and 4.6) on the first floor the
souk wail is labeled as S 1 SS with the usher wars be"19 labeled as RSO I 5.
This Nvall needs to be gated as the others.
2. In the return air mechanical chase north of the stairwell #2 (lines C. 5 and S)
the east wail on the first Boar is labeled as SO4S and the same wall on tie
second floor is labeled as S 1.3 S. All the other walls are labeled as RSO I S.
This wall should be rated as the others.
3. In the stairwell 92 an the northeast corner there is a segment of the east wall
that is labeled as SO4S. This whole wall should be rated as the rest of the
waif.
4. In the elevator shaft
ori the
second,
floor
the east wall is not labeled. This wall
should
be
labeled
as
RS02
like
the
aider
walls.
jLn ine garagethe norm en, a of me Nve st w .li is lab elect as L�.Nrith the other
walls beingrated. All this wall should rates J 1c ir w ..
.S.,
6. On the Mecham'cal Plans M101 and M102 there r� no F'Te/SmokoCs-, dampe.-Ars
X
forpenetrat]. ons in the mechani- cal shafts as required per Section 711 of the
Intemational, Building Code.
` a ,. * }
+ Yl jL ; -LeL i jeari these areas a . i .ing comusion.
Thank You -
S1 on
Berms
Building ffispector
CC: -BYU-fid
Doable E construction