HomeMy WebLinkAboutMULTI DOCS - 05-00099 - BYUI Snow Building - Additionn`�q$� rkr1�ERfCA'S FAMILY CU44UN" 19 E. Main CPQ Box 280} Phone: 208-359-3020 x323
F2exburg, Idaho 83440 Fix: 208-359-3024
www.rexbur .or jon b@cl . rexb u rg. id. us
':
CITA- JF
18 May 2005
Joe Smith Gould Evans
1000 South Main Street
Suite 106
Salt Lake City., Utah 84101
Dear Sirs
After reviewing your submitted energy calculations several discrepancies were noted. The
eleciricaf enemy calculations submitted are incorrect. There are no F-1 lights figured into the
calculations. There are 60 of these lights shown in the Rehearsal Hall and Black Bax theater at 500 Watfis
each, for a fatal of 30,00(3 watts. The total wattage is then over the 54,000 waits allowed. Please
refigure the lighting loads and bring them into compliance with the Internation:01 Energy Code.
Thank you for your patience and considera#ian. If I can be of any assistance please feel free to
call me at 208-359-3020 ext 323 or at my cell at 208-716-1323. The latter has a better chance of
reaching me.
Sincerely,
Jon Berry
Building Inspector
CITY OF
f LXBUf Gy
AMEKIC;VS [AMILY COMMLINFFY
City of Rexburg
P.O. Box 28D
1-2 North Center Street
Rexburg, Idaho 83440
Phone.- (208);59-3020
FAX: (208) 359-3024
Message:
DAA'
TO: NAME:
FROM:
COMPANY:
NWE0 1 rH 12 It
PHONE NCJNIBER:
FAX TRANSMITTAL FORM
40 11111111
NAME: CATHY WINTERS
P NUMBER: x 322
it
PAGE OF
Please forward this fax transmittal to the above named individual.
7
ig,
CITY OF
f�,EXBU R,.G
May 1 0, 2005
Permit Number: 05 00099
Project Name: Add Snow Bldg
Project Type:
Commercial New
Review Item
BuildingDe ar#ment Review
Height and Area Review
Interior Environment
Water and Sealer Service
Plumbing Potable Water Review
Plumbing Stora Drain Review
Plumbing Sewer Crain review
Complies with approved Site Plan Review
Accessibility Review
Review Action
P-0 Box 280
19 E. Min St.
Rexburg, Idaho 83440
Phone (208) 359-3020
Fax (208)359-302
Actions Required for ApprovalApprvved
Meet the requirements of the code.
Wall and ceiling finishes must meet the
requirements of IBC Section $03.
AIS plumbing services are required to be
installed according to the Uniform Pluming
code.
Water service requires pressure reducing valve
if water pressure is, in excess of 80 PSI.
All backflow devices are required to be installed
and tested before final inspection.
Temporary water supply for construction must
be protected with proper backflow device.
Please contact the water department before
temporary connections ars made.
All water lines are required to be tested and
inspected before covering.
AIS storm drain pip -Ing is required to be tested
and inspected before cowering.
All drains are required to be tested and
inspected before covering.
All drains are required to be installed according
to the Uniform Plumbing Code.
Any special conditions or piping requires
permission before installation.
Provide van accessible space. Accessible
parking must be an shortest route as per 2003
International Building Cade (IBC) Section
1106-6.
Provide van accessible handicapped parking
space as per IBC 11X6.5. Accessible parking
must be an shortest route as per JBC 1106.6.
dockers must be accessible as per !BC Section
1109.8,1. Please make the necessary changes
05/05/2005
05/05/200-
05/10/2005
05/10/2005
05/10/2,005
05/10/2005
CITY O
R..EXB U f -G
May 10, 2005
Permit Number: 05 00099
Project Name: Add Snow Bldg.
Project Type:
Review Item
Exiting Review
Mechanical Review
Commercial New
Energy Conservation Compliance Review
Building Type Compliance
Building Code Fire Compliance Review
Review Action
for Approval
to the plans.
Provide a second exit from the Theater
classroom. Post occupant load in the Black
Box, the Performance classroom, the Theater
classroom, the Rehearsal room and the Multi-
Purpose
room,
Mechanical review has not been completed.
Provide room by room heat load design as per
ACOA Manuals J and D 8th edition.
Provide energy review as per the 2003
International Energy conservation Code
(ECC).
Building is hype IiB. Construction materials
muss meet requirements of 113C Section 6Q3.
The firewall between the rehearsal hal! addition
and the existing building mush be constricted
as per Section 705.6.E of the 20Q3 International
Building Code (1113C). The upper (existing) wall
has a window in it. The opening must be
protected with a 314 hour assembly or the lower
roof assembly and any structural element that
supports it must be a 1 hr. rated assembly.
Please provide details, Wall Sections A5 on
Sheets AE321 and AE329 identify the 2 -hour
firewalls protruding back into the existing portion
of the building. Haw do these details meet the
requirements of IBC Section 7a5.2? On
Section A.5 on Sheet AE321, the ceiling space
that connects the lower 2 hr. wall with the upper
2 fir. firewall must also be a 2hr. assembly,
Please provide details. Identify on plans that
fire rated ceiling panels are mechanically
connected as per fBC Section 711.3.1. Details
on Sheet AE21 Q identify 3/411 plywood as a wall
sheething. The plywood will not meet the
requirements of IBC Section 603.
P -O Box 280
19 E. Main St.
Rexburg. kiaho 8344
Phone (208) 359-3020
Fax (208) 359-3022
CITY OF
�,EXBUP�,G-
�v
May 10, 2005
Permit Number: 05 00099
Project Name:
Project Type;
Review item
Miscellaneous
Structural Review
Add Snow Bldg
Commercial New
Parcel #'s RPRfl4DF0050100
Review Action
RO Box 280
19 E. Main St.
Rexburg, Idaho $3440
Phone (2p8) 359-3020
Fax (208) 359-3022
Actions Re wired for A.pprova! Ap-p—mved
Identify weephvles in masonry as per 113C
14Q5.3,2. The roof plans on pages AE 104 a,b
& c identify a walkway but da not show a roof
access or a path from the exiting roof.
Provide structural calculations. Sheet SeOO1
identifies the 2000 113C as the "Governing
Building Cede" . Please change to the 2003 and
make corrections as needed. Change the
Seismic Use Group to ISI. Provide Special
Inspections for Seismic Resistance as per IBC
Section 17:07.1. Please provide the schedule
for the Structural Obsevations noted an Sheet
SE U0,2 and required by JBC Section 1709.
Please provide a copy of the Quality Assurance
Plan as required by 16C Secion 1705 and
Section VIS on Sheet SE 0Q2 of the plans.
Include manufacture's specifications for
equipment cannections as per IBC Section
1621. Provide soil'sreport as identified in
Structural Notes an Sheet SE 001.
CITY O
R,.-EXBUf G
May 10, 2005
Permit Number: 05 00099
Project lame: Add Snow Bldg
Project type: Commercial New
Rev.iiew Item
Fire Department Review
. .........
Fire Extinguisher
Other Comments
Commercial Cooking
is
Required Fire Flow
Alarm Systems
Review Action
W
i r
N
P.C? Box 280
19 E Main S#.
Rexburg, kiaho 83440
Phone (208) 359- 3 020
Fax (208) 359-3022
AuRroved-
FIRE
EXTINGUISHERS TO BE PLACED 04/09/2005
WITHIN TRAVEL DISTANCES THROUGHOUT
BUILDING. MINIMUM SIZE OF 2AIOBC
REQUIRED.
LOCK BOX REQUIRED. PLEASE OBTAIN
AUTHORIZATION FORM FROM FIRE
DEPARTMENT.
--PLEASE SCHEDULE A MEETING WITH
CHRIS HUSKINSON, FIRE INSPECTOR OF
THE REXBURG FIRE DEPARTMENT TO
REVIEW ALL COMMENTS.
359-3010 OFFICE
705-1312 CELL
NOT REQUIRED.
FIRE FL
--REQUIRED
OW FOR TOTAL
SQUARE FOOTAGE WITH ALLOWANCES
FOR FULL FIRE SUPPRESSION SYSTEM
THROUGHOUT BUILDING (103,696 SQUARE
ftET) IS 1688 GPM FOR TWO HOURS.
--PLEASE PROVIDE MOST CURRENT
HYDRANT FLOWS PRIOR TO BUILDING
PERMIT BEING ISSUED.
LETTER OF INTENT FROM LICENSED FIRE
ALARM CONTRACTOR AND/OR PLANS
REQUIRED PRIOR TO BUILDING PERMIT
BEING ISSUED.
--BASEMENT ITEMS TO BE ADDRESSED:
1. SEVERAL AREA ON PLANS ARE NOT
COVERED. ADD HORN/STROBE UNITS,
SMOKE/HEAT DETECTORS FOR
COMPLETE COVERAGE.
2. HALLWAY 1W REQUIRES SMOKE
DETECTORS.
3. BATHROOMS/CHANGING ROOMS
REQUIRE SMOKE DETECTORS.
FIRST FLOOR:
04/09/2005
04/09/2005
CITY OF
_f____,EXBUR,G
May 10, 2005
Permit Number: 05 00099
Project Name
Traject Type:
Review Idem
Add Snow Bldg
Commercial New
—
Review Action
Act]
rove
P.O Bax 280
49 E. Main St.
Rexburg, Idaho 83440
Phone (208) 359-3020
Fax {208} 359-3022
Anroved
1. NUMEROUS AREAS ON DRAWINGS NOT
LABELED, UNKNOWN WHAT SOME ROOMS
WILL BE USED FOR. UNABLE TO DO
ACCURATE FIRE ALARM PLAN REVIEW.
2. FACP LOCATION?
SECOND FLOOR:
1. ARE INDIVIDUAL PRACTICE ROOMS
SOUNDPROOFED? IF SO, HORN/STROBE
UNITS WILL BE REQUIRED IN EACH ROOM.
2. A FEW PLACES NOT LABELED ON
DRAWING, UNKNOWN WHAT SPACES WILL
BE USED FOR.
"*` I WOULD LIKE TO MEET WITH THOSE
INVOLVED TO DISCUSS PROPOSED FIRE
ALARM SYSTEM AND REVIEW SUBMITTED
DRAWINGS. `***
Standpipes STANDPIPES REQUIRED WITH STAGES
GREATER THAN 1000 SQUARE FEET AS
PER 2003 IFC SECTION 905.3.4.
Automatic Fire Extinguishing Systems BUILDING REQUIRED TO BE FIRE
SPRINKLERED. PLEASE PROVIDE A
LETTER OF INTENT AND/OR APPROVED
FIRE SUPPRESSION PLANS PRIOR TO A
BUIDING PERMIT BEING ISSUED.
--AS PER CITY ORDINANCE RISER ROOMS
REQUIRED TO HAVE 30 INCHES ON SIDES
OF RISER PIPING AND 36 INCHES IN FRONT
OF RISER PIPING.
Water Supply PLEASE PROVIDE HYDRANT FLOWS PRIOR
TO BUILDING PERMIT BEING ISSUED.
Fire Access Roads ACCESS LIMITED AS PER 2003 IFC
SECTION D105. I WOULD LIKE TO MEET
WITH ARCHITECT, UNIVERSITY, ETC.T0
WORK OUT FIRE APPARATUS ACCESS
ISSUES.
rMO
,I T Y OF
1?�.EXBUf -G
May 10, 2005
Permit Number: 05 00099
Project Name: Add Snow Bldg,,
Project Type: Commercial New
Review Item
Parcel #'s RPROOUP0050100
Review Action
P.o sox zao
19 E. Main St.
Rexburg, Idaho 83440
Phony (208) 359-3020
Fax {208} 359-3022
Actions Re aired for Aproval Approved
�.� r,ARU
EL.iCTRIC
Io 2 P
4
Arco Electric
P. 0. Box 50429
s25 West 24rh, 5frojo#
Jdeha Fs11s, Jdaha 83405
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END TO
COMPany Paine
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Urgent L7 reply q.S,gP
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Ple,91e cammRnf
FAX COVER SHEET
Connie Rick.
jj!_!� 11101111d
CS
1-208-522-2185
1-208-529-3423
11 Please review
For your Information
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Wasatch Electric
Comtech Services
AnEMCOR Company
June 10, 2005
Rexburg pity Fire Prevention Bureau
Rexburg, Idaho
Attention: Bead Johnson
Dear Brad;
N4r��'
Andy Nieloon Waostch Electric
Projoct Minner PC BOX 28568 (841 a*!)
1374 8 aulh West Te M. Pie
All aka CIty, VT 64 115
Phoria wi 467,4511
801 657.9194
SWO 1. 497-503 2
This letterl"s in reference to your request for infonnation regarding the Fire AlaTm
Svstem Wasatch FIectr�c �i�� ire pTov"d'ng for the Eliza R. Snow Performing Arts
Building located on the BYU Idaho Campus in Rexburg, ldaho.)Ve u�exe xecentl�
awarded the Fire Alarm por�ian of this cant�ae�. as a �econci ties contractor to Arca
Electric.
Wasatch Electric S Comtech services Division will be providing ars EST Quick Start fq'ire
Alarm.System co�n�Iete with �.�.� inx�aating and indicating devices as shmNm an the
Contract Drawings. In addition we will be coordinating with your office to provide a fall
set of submimls including all product data, uriring di'agrams., pont to point draNvings as
well as voltage drop calculations and batte-r-v calculations. We. �r�i11 provide coordination
and supei-vis��n of � -1 me zn�ta.1.lafiion which u'11 be accomplished by Arco Elear'co
Wasat��h Eiectroc xs a fu11y certifze�. distT'butor of FST Fire Alaz�n equipm�lit with, ove►�25 �rears a�' experience in #fie Fire A.Iarm business. �►1'e ha�re had a �.��oxking relatianship
�1ith Ric.�s Co�1ege end naw BY%� Id�.�.o fay this en-�ire period. �Te h3ve installedser�riced and provided technic�.l assistance aregardzng Fire Alarm Sysferns ta the canlpus
rl?'1 i'Y1 6 9'� t P h P !� �1 [ti w n w� n C� .�........ .. �6s � _ r
V4LLL.S1Vjm. u111t: u1 ane projects'�ve have recentl�j completed include; the
Hinckley :�uildinIt I�, p;ustin Building, Ta�Io�' Bu�ld�n�, ��e�a�F Library and Smith
Builctir�g.
Si,ncerely,
Andy Nielsen
Contq-.10i S'Ystemsvmanager
Vic: Sohn Welch, Sahara, Inc.
r
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tr3'p/4'
I(Is
iact Corn
.1
06l06j2N05 11:24 2N8-525-0=.81 3-D FIRE PROTEGTION PAGE 82
�-D
FillC.PROTECTIiINIF INC.P.O. Bax 50845
Idaho Falls, Idaho 83405.0845
Telephone (208), 525.8377 F
ax (208) 525- 8 381
June 6, 2005
C'Ju-is Huskinsoll
City of Rexbur Fite Dent,
Rexburg,�`Idaho
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Rexburg,Idaho
t�P `bN �
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Dear Mr. Huskljus.011,
e yy'• l
• P1P 11 ��
�Ve liave wTi r i S
A�w.
1
. 11 P �^i 'Y fire r
referencedfor the above
�fdbfircate pipe
Spritikler sty and � .
NFPA 1
9 re-quireMeats of r�lr stem to ' j 0
3 rox light hazaW,Occ Yank
y SpriJVer
design Desigii. au'l calculatiorti-s sball be sub" rI,s�lt.,
6'n
Fi,r. :.approval n fog. -I, f
IOa� to v1 and :
rrr, P
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If t
DTIVtime
You ave �questions °
contact . r
togjar. mg i �please�liesitate
9 �.�e lookin fo'fth °
nn. �wn1i T
for a successful
s
Lamar Hayward
Vic: Val Christensen) City of Rexbarg
JOnalha,n J, Welch, Sahara, Inc.
Design • Installation a Maintenance * Inspec!t1lon
your clepa,.Mment
R
I,I i
I 1
' 't.
Vic: Val Christensen) City of Rexbarg
JOnalha,n J, Welch, Sahara, Inc.
Design • Installation a Maintenance * Inspec!t1lon
06/06/2005 10:25 209-525-1
3-D FARE PROTECTION
3-D FIRE PRCTECTION�
P,0. Box 50845
Idaho Falls, idaho 83405-0-845
Telephony (208) 525-8377
FAX (208) 525-8381
DATE. 06/08!05
TO' Jonathan J. Welch
Sahara, Inc
801-951-3190
FROM= LaMar Hayward
RED Efiza R. Snow Performing Arts Center Project
THIS TRANSMITTAL CONSISTS OF THIS C
OVERSHEET PLUS I P t 1,
P%kiE('-'EZp
INFORM
AT10.B.
C
Letter for City of Rexburg
PAGE.
{ 061200510:25
3-D FIRE PROTECTION
FIRL PROTECT
Idaho F83405-0845
Telephone a08) 525-8377
* Fax (208) 525m8381
June. 6., 2005
C Wl 0
Ans Husklu.nsorA
city t ire Department
Rexbu-rg, Idaho
■ _ e e ' e.. —• ; WP' -e e — — e erm.�_P. +4si•ee ne 'B' .� ..
++ e
• • �.eeee
�� Eliza. SnowA _
R.
ul
Fire Sprinklex- System
E
Rexburg,
PAGE e 2
{
DeaxM.r. Huskinsor4
We have a writter, letter of infiznt froin Sab&
qhd 'to provid, e the fire SPLtDkIer system
q :.. 4 , "., a, , F M.. . I
Wd Vhl "d6Si". fibfor the -above referenced. proieQt. ,ate t _
and � .� e fire TIC,
SprinklerIP
and make mo"dific 9: existing firLe'toISP
rinkler system to meet the
P i Je
requarements of NFPA 13 for light hhZdjd,.-0cdesign and installation.4eyDesign and FId
oStater 10,l shall i
ire Marsm's office for
,.
`oval and they. for -warded on to� �e + �
you fb� , pr `. and
e i �i4 �rr e
If at any
�4e•e e - ;" � � e
�.e
time you have anqu'e"Stion8'
���hesitate
4 lease contact me. We are looking fo'rward'tO-,P���g,vn't'galiva,.Inc. and roux department..
-Corsuccessful + .� µyr
P +
IF
a. � Fe a ... , • �. rhI ..
Vp
�)incereiy,
I
Cc. Val Christensen, Cfty of Rexburg
Jonathan J. Welch, Sahara, Inc,,
Design Installation a Maintenance Inspection
VW
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Cc. Val Christensen, Cfty of Rexburg
Jonathan J. Welch, Sahara, Inc,,
Design Installation a Maintenance Inspection
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TECHNICAL DATA SHEET
Liquid Bonding Admixture
DESCREMON: AKKRO-7T is a non-reemulsifiable,
ohigh solids, liquid banding acniixture fnr improvuig the
physical properties, cure, and adhesion of Portland
cement or gypsum mixes.
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2• USES: AKKRO-7T is used in cement based coatings,
tappings, patches, leveling compounds, stucco, tenwzv,
and mortar as well as TAMUSEAL, CONCRIETE FIN-
ISIRER,
TAMMS SBC, and JOINT -DRI. AKKRO-7'�'
improves the tensile, flexural, adhesive, cohesive, cur -
mg, and- waterproofing, properdes, while reducing
Shrinkage, wracking, and freeze -thaw damage. Mixes
containing AKKRO-7T may be used above or below
grade, interior or exteriar.
3, CaMPUSITIUN AND MATERIAL: AKKRO.7T is
a milky white, water based emulsion of high solids
acrylic polymers and modifiers in a special formulation.
AI£KRO-7T is nonyellowing, andhas excellent resis-
tance to ultraviolet degradation, heat, and most common
chemicals. AKKRO-7T does not alter the color of the
mixture
Weight per Gallon-. 8.65 lbs
,Solids by 'Leight: 29 percent
5pecific Gravity: 1:04
4- SURFACE PRE, PARATIUN: Surface must be struc-
turally sou d, clean, free of dust, diM oil, curing or form
release compounds, paint, laitance,. efflorescence, and
other contaminants. New concrete and masonry surfaces
must 6e cured 28 days. Provide an absorptive surface on
all substrates including smooth precast or formed con-
crete by abrading the surface. Follow the surface prepa-
ration directions for the pro -duct in which AKKR07T is
being used as an admixture,
S. MD(ING INSTRUCTIONS: Star AKKRO-7T slowly
and thoroughly using slow speed mixing equipment and
a clean container. Dv not aerate the AKKRp-TT.
6. RECOIVIlVIENDED MIXTURES,k
6.1 BONDING SLURRY: Dry mix 1 part portland
cement with 3 parts-
ry sand and add undiluted
AKKRQ-7T to produce a pourable slurry coat.
Brush mixture thoroughly into voids and pares of
surface, to eliminate air pockets. Before slurry coat
dries,, fallow immediately with patching materials
that are compatible with Portland cement.
6.2 PATCHES, OVERLAYS. AND TOPPINGS : For
depths 1/2 inch (12.7mm) or greater-, mix 1 part
AKKRO-7T with 3 parts potable water. Proportion
dry sand, cement, aggregate, and add measured
arilount of mixing squid, Featheredging and repaixs
fess than x.12 inch x(1.27 cm} deep will require addi_
tianal AKKRO-7T in the rzux,
6•� O:1VIake up a mn=g liquid of 1 part
AKKRO-7T to 3 parts potable wager.
6.4 THN COAT WALL APPI.YCATIfJNS: Manufactured
wall coatings including TA1MO5E,A►T., CONCRETE
FINISH, TANWS SBC., and TAMMS STUCCO
FiNTSH; mix 1 part AR(3-7T to 3 parts potable
water for miring liquid, or as directed in instructions
for mixing coating,
6.5 FIELD MDCED STUCCO: Mix i part AKKR(]-7T
to 3 parts potable water.
CEMENT PLASTER COATINGS: Applications
31S inch (4.95 gym) or less; use I paxt AKKRC)-7T
to 2 parts potable water. Applications over 318 inch
(D.95 cm); use a 1:3 mature.
6.6
6.7 POENMG MORTARS. Manufactured fiuckpaint-
ing mortars such as JOINT -DRI and other special
mortars for thin applications; mix 1 part AK.KRp_
to 3 parts potable water for miring liquid..
7. APPLIGA'TIQN CHNIQUES.* Use only dight pres-
sure on trowel, and finish with as few strokes as possi-
ble. Keep trowel clean and wet to present sicking. Do
not overtraweL Mixes with AKKRO-7T do not normal-
ly require curing, but on hat, dry days, or windy days, it
is advisable to cover with moist burlap for 24 hours or
as recommended. Air cure surface for 2 to 4 days for
normal use, and 4 to 7 days for heavy traffic areas. Rifer
to "CAUTt4NS," below, for curing water containment
structures.
8. CLEAN-UP INSTRUCTIONS: Clean tools and
equipment with detergent and water immediately fol.
lowing use. Clean drips, spills, and smears whip mix is
still wet. Mixes containing AKKRO.7T are extremely
difficult to remove if allowed to dry before cleaning,
9. CAUTIQNS: Do not apply mixes modified with
AKKRO-?T when the temperature is below, or expect-
ed to fall below 40OF (4.40C)., within 48 hours. Do not
CD
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use with a& entrained cements. Excessive moisture and
high humidity will slow curing time. Provided adequate
ventilation when using AKKR0--7T in enclosed tanks,
reservoirs, or other areas where air circulation is limited.
Au- curs cisterns, tanks, or pools for minimum ? to l.0
days before filing with water. Concrete mix designs
using AKKR(]-7T should be evaluated and tested for
performance and application' properties prior to use.
1O.ENVIRUNIVIENTAL AND SAFETY PRECAU.,
TIONS: Industrial Use OnlY., AKKRO-7T is a water
based product and environmentally friendly. It can be.
irritating to the eyes and skin. In case of eye contact,
flood eyes repeatedly with clean water and calla physi-
cian or ophthalmologist i�nmediately. DQ NOT RUB
EYES! Wash hands thoroughly with soap and dean
water, after handing, or before smoking or eating. Do
not take internally. KEEP AWAY FROM CHIL-
DREN AND ANIMALS. Consult Material Safety Data
Sheet for further information. EMERGENCY �Es-
PONSE PHONE NUMBER; (800) 862_2667 TAMMS
QR (80f1) 424-9300 CHEMTF,,.EC.
1 I -PACKAGING:- 1 gal. plastic bottles, 5 gal. plastic
pails, SS gal. open top steel drums. (Metric Equiv.
3.791, 18-91, & 208.220.
Storage: 40-90°F (4.5-32.2°C) Protect from freezing,
If frozen, piece in a warm room to thaw. Do not use
direct heat or farce Chawutg.
Shelf Life; 2 years, unopened, protected storage.
Freight Clays: Class S5.
12.TEICMNICAL SERVICEP For application procedures
or surface conditions not
et: specified above, please con-
ta
TSS mDUSTRMS
3835 State route 721 Kirkland., II. 6[1146
800=852-266? FAX: 835-522-2323
1 www.tamms.com
WARRANTEESe0 Seller warrants that the Products da
not infringe upon any copyright, patent, or trademark or
trade secret, nor violate the proprietary information
rights of any third party. Seller warrants that its Products
will conform to and perform in accordance with the
Products' specifications. cations. THE FOREGOING WAR...
RANTTES, ARE TN LIEU QF ALL OTHER WAR,-
,RANTIES.,
EXPRESS OR IMPLIED, INCLUDING,
BU'I'` NOT LIMITED To, THOSE CONCERNING
MERCHANTABILITY ANIS FXTNE55 FORA PAR-
T`ICULAR PURPOSE. LIMITATION ON LLkBELI-
TIES: Because of the difficulty of ascertaining and mea-
suring damages hereunder, it is agreed that, except for
claims for bodily injury. S�Il�r'S LiSbi�i� tQ t�3e Buyer or
any third party, for any losses or damages, whether
direct or otherwise, arising out of the purchase of
Product from Seller by Buffer shall not exceed the total
amourrtbilled and billable to the Buyer for the Product
hereunder. IN NU EVENT WILL SELLER BE
LIABLE FOR ANY LOSS OF PROFITS OR
OTHER SPECIAL OR C0NSEQi]EEN"I'IAL DAM-
AGES, EVEN IF SELLER HAS BEEN ADVISE
OF THE POSSIBILITY OF SUCH DAMAGES.,
4
-0 gel 99G Tamfw IndustrieS 5199
,31
+ 4. 1� ,P
VELEM ENGINEtRS
fatent temperature faW below 40-01Z (4°
Mivre 4f maSoW vnits 1S below 40°.F (4°C).
L 4
ro.
0
f p ratures Of masOnrY its shall not be less than
201F (-71Q when laid la the m.a a
F
bonWning Wizen oture, visl'ble ico Or snow
on
theme surfam ohaU not be Wd.
ti
■ Visible ice and now shall be removes from fi�e top
�
ti usof exi,3tMu, to ,
;•.va new c. These surfaces shali be
x .. heated to abovefreezing, uging methods that & not
X49 cOmftuctiOn Mquirements shall b et wheri the
I
;
lent tzmPerature is betweon 40OF (4QC) and 32T
0#
P -
1p% -.h P
Glass unit mason shall not be If
, : Water and aggregates used
m mortax and grout
L ,
5hati not be hoated above 140QF
r
{+ r '' Mortar sand or nnXing water shall
. pro-
duce mortar temperatures b40T (4"C) od
etween120T (49T) at the time of nuxing. When water
s
.,349d AU=9dteS for grout are bolow 321F(0,1C), the
shy be heated,
"M MID
bletw6e—nIme MOP
an
204.3-T.
Tin
C dOR M shy
44 o�, 0 =t when the ambient
between 011 (,40C):
0
�ejn
I,
1hf! Mortar temP titre sh-all he maintained
fr3azing ut til used in masoury.
n-r%r
�040
° The re-
e��� �� 5�cU0ns Z1043,11 and 2104,3.2,2 and
�,-NIOWing construction reqItu'ernents shall be met
ehe ambiOnt MMpexaturo is btteon 2511F (-4°C)
k;iOQF (-7`Q:
��asan �I
��x���e� u�ox cgrtstrueiion shall be
►.'hated to 40T (�#°C),
�•- ink brcaks or encla�ures shall be provided when
;.tho wind velo ftyexceeds15,xnir.3 per hQW (rAph)
-Z, -(24 kmj).
4_'t P40 -r to grouting, znasam"y shall be heated to a min-
e
i'lium of 40°F (411C)I1 -
34A, Construction x+eqWxemen#s for tempemm
belOw 207 (r.70C), The requIreI33ent5 of Sectiogs
NATJONAL BUILDING CODES
NO., 520 P. 1
MASONRY
2104 P 3 .2. 1 � 2104.3.242 and 21041 3, 2.3 and ffic foflowigg
constmctjva rtemperaturequirement shall. be met'wfzn�z th� aln�istemperature 1 s �1elow 20T (-7 T); Enclos ures and auxil-
iary hist shall be provided to maintain sir ten, ?a
wxxt3�i�. the enclosure to above 32°F (OD
C).
21013.3 Protectiom The requiremWts of this sociion and
Sections 2104.3,3,1 tbroagh 2104.3.3.4 apply after the ma-
sonry is placed and shall be baged on anticipated =jmunj
deity COt�a�v �tt�eO for groutrd masonry and �tacipated
mean daily temperature for ungroutej mazo=y.
2144.3.3.1 Glass unfit masonry, The temperature of
Mass unit masonry �W,il be mainlined ab ovo 40 OF (4 ° C)
for 48 haute mer cunstruC#ion.
21043,1Z Protection requirements for temperature5;
betWeen 44°F (411C) and 25T HT). When the tem-
perato.re is bstwoea 401F (4."C) and 25T (40C), newly
constructed masonry sha1l be. covered with a wea � rew
sisfive znemhr�inc dor 24 hours after being completed,
21U4,3,33 Prnter-tion requiremenU for temperatum
between 2511-F (1-40C) and 204F (M711Qb When the "
pera'ture is between 25°F (-4°C} and. 20°F (-7°Q, my
canstrucW rnasomy shah be completely covered with.
weather -resistive filsulating blankets, or cRual prote�
fion, for 24 hours aft�r b
ei�l; comp et ti period
shall b e extoadcd to 48 hours dor ground mas oadxy►, unless
the only clMont in the gxaut is Type III portl and cemeat
2rovn re�,��tnenfar texngeraWes
b .14)w 20°F (wTC)o when she ternperatur6s below 209r
(1-7'C), nowly canstueted masonry shall he mtained
at a temperaWe above 3211F (0°C) for at least 24 hoVg
afar being camplektod by usag h�'atcd enclosures, eiec,
tric heating bimkets, infrued lamps or other acceptable
methods. The time period shall by extended to 4$ hours
for $touted masonry'
unless the only cement in the grout
is ape III Portland CerneM
2104A Hit weather cOnstrtleflon, Tho hot weaFhear canstruc-
fion proyisions of ACI 53 0. 1/AS LE 6/Tms G02, Axtcie 1. 8 D,
Or the HlOwing PrOlXdures shall be impl=ented when the
temperature or the temperature and wi�ad=voIora.ty hmits of this
section ars exceeded.
2104 .4. I Preparation. The following zeqairement3 sMl be
met prior to conducting masomy work,
21Q4.4,1,1 Temperature. When the aq►bieat t8mpora�
tyre exc�mreds I OOT (3 $°Q, Or exceeds 9 0 °V 32°with
a wind velocity gmaWr than $ taph (.13
Necsssary conditions end equipment shall be pro -N
v ided
to produce mortar havxng a temperature ban
low 120°F (49°(:}.
2, Sand p1loos shall be maiktzined in a &mp, loose
cvtidition,
.4, 2 Special canditfQas. �t� tk�� b���a� t�rn-
peratum =ceeds 115 OF (460C) 9 or 105 OF {40°Q with a
Wind veloCity grea#a than 8 mph [13 lanlh), the req,uira-
menfS Of SeCdotl 21N,401.1 s.i be jmplemanted,
m€ rials aid mixing e��ipmenC " be sihadod from di
rect
suaught.
41.5
.1
Memorandum I GouldEvans
1004 South Main Street, Suite 100, Safe Lake City, Utah 84101 t 801.532.5140 f 801,532.61D2
TO: Val Christensen, Date: April 10, 2006
Rexburg City
from: Joe Smith Project Name: BYtJ Idaho --Snow
Gould Evans Center for the
1000 SMain Street, Suite I 00 Performing Arts
Salt Lake City, UT 84101 Addition/Rerrodel
Cc: Project No.: 0903-2500
Deliver3r Emil No. of Pages: S
Method-- (including this page)
Val,
I've prepared this memo in an effort to give you an opportunity to review a proposed substitution for this
project to the 2" typical acoustical ceiling tide edge trirn used to meet the seismic requirement by tie IBC.
f have attached for your review svrrre product data for the 8ERC2 seismic cups by Armstrong that we are
proposing to use on phis project in lieu of the 2" wall molding caned for in the IBC. As the architectural
firm on this project, we would highly recommend using this substitution because it solves many of the
aesthetic and functional issues that are associated with the 2°' edge trim and from our review of tete
Armstrong documentation, we believe it meets and complies with the IBC requirement. However, we did
not want to proceed without your review and approval of the use of the BERC2 dips for this application.
Please take a moment to review Armstrong's documents and let us know if this will be acceptable, Thank
you for your time and attention on this project and on this matter in particular.
Best Regards,
Jae Smith, Project Manager
GouldEvans
architecture int e rior deligip Iand s r- ape archit e c tLlr
P :\090 2:50 d mn%b- c rre spored en ceVS • 01 h BAROxUirg C ity - C eilifIg tdm pro ! 2K 41 O-Tra as to R ex Esu rg y—doc
planning graphic design
3127120M 434.00 PM Fuge I of 1
Summary of Armstrong Testing for 2" BERC Clips (BERC2)
on PRELUDEO XL Grid
Armstrong has conducted full-scale seismic simuiatfon tests on the Prelude grid suspended
ceiling system (ICBO Evaluation Report Number 5173) with the BERC2 clip using the State
University of New York, University at Buffalo shake tale in Structural Earthquake Engineering
simulation Laboratory, These tests followed the procedures outlined in the ICBO ES
Acceptance Criteria for Seismic Qualification Testing of Nonstructural Components, AC X56.
The seismic simula'k tion was based on the mapped spectral accelerations (from the International
Building Cede, 2000/2003 ed,) at short periods 5s up to 1.75G. Spectra were generated for
horizontal and vertical earthquake shaking. Test reports documenting this test"ng can be found
in UB CSEE/SEESL-2003-01 , February 2Q03, UB CSEE/SEESL-2003-02, September 2003,
and UB CSEE/SEESL-2003-03, November 2003.
The Prelude Suspension system consisted of Heavy Doty main beams {[tem # 7301), 48 inch
C!`Q55 tees (Item # 7345), 24 inch Cress tees (Item # 7328) and 7I8 inch wall molding (Item #
7500). The system bested was a 16 -foot X 16 -foot cei)Eng with simulated walls on all four edges.
The system was installed according to'CISCA Guidelines for Seisrnlc Restrah7t. Direct Hung
Suspended Ceiling Assemblies, Seismic Zones 3 & 4 the International Building Cady 20a0 with
the following exceptions-,
7f8 -inch wall support was used.
BERC 2 Clips were used in lieu of 2 -inch wall moping and stabilizer bars to
prevent spreading of cross runner ends.
Main gunners and crass runners were attached to the perimeter members on two adjacent wafts.
A clearance of approximately Y2 inch was maintained on the two remaining wafts. The
suspension system had positively mechanically connected crass runners at spacing of 48
inches or less. The two walls that had the '/�-inch clearance had 2" BERC Clips to allow
movement of 2" in lieu of 251 wall madding. This also served to prevent spreading of the cross
tees rather than the use of stabilizer bars.
Suspension wires of soft annealed galvanized no. 12 gage steel were spaced at 4 foot on
center, All vertical Wreswere attached to the oiling suspension member and to the support
frame with a minimum of 3 terns within 3 inches of the connection. Th terminal end of all cress
gunners and main runners were independently supported with no. 12 gage hanger wire within $
inches of all walls.
One strut was. fastened to the main runner and extended to the structural frame., This strut was
placed 5 deet from two adjacentwalls. Horizontal restraints were installed using four no. 12 gage
wire secured to the main runner within 2 inches of the cress runner and were splayed 90° from
each other at an angle less than 45° from the plane of the ceiling.
The acoustical panels were Armstrong Item 191 1 A --Ultima ��v���d Teg�al�r H�miGuard Pius
which is a mineral fiber file with a weight of 1 . Q pounds per square foot.
The two Potential damage states that were defined were the loss of any ceiling panels from the
suspension system where the panels fell to the floor and damage to any grid component that
would require repair or replacement of the component. No panels were dislodged or fell to the
floor- from the suspension system after testing at earthquake spectra of 0.25, 0.50, D.75, 1.00,
1.25, 1.50 and 1.75%g. The suspension system showed no sign of any damage after testing at
earthquake spectra of 0.25, 0.50, 0.75, 1,00, x.25, 1.50 aid 1.75%g.
This test "Indicates that the system as installed performs to a level that meets the intent of the
2000 International Building Cede, 2Q43 International Building Code and ASCE 7-02.
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REXBURG amm MADISON rnjjrAAff ry
MEMO:
E..MERGENi
Y SER VICES
N O -R TH CENTER
REXBURGz IDAHO
208 9
TO: TO WHOM IT MAY CONCERN
FROM: CHRIS HUSKIiVSON, FIRE INSPECTOR
DATE: SEPTEMBER 12, 2005
RE: SNOW BUILDING OCCUPANCY'
To WHOM rr MAY CONCE.RN:
This letter is in regard to the occupancy of the Snow BuildingI11111111
n th� Brigham
Young Universib/-Idaho campus. It has be�n o�e�- ane weed (September 212005)
since the city and university representatives mei to discuss the issue. I wrote a
letter outlining the deficiencies noted and have been �n in with Eric
Harmston of the BYU-1 Safely Office.
Mr. Harmston has communicated to me the following i�er1-�s have been
addressed
1. Exit signs are being repaired and the university is adding new ones to
direct occupants to working exits.
2. Emergency 10 ht* is being repaired and maintained.
3• Two of the closed exits through the construction area have been
4.
5.
6.
0C -;y1 t--:ydM!u LU aiiow ane public unimpeded egress out of the building,,
Doors installed in the hallways are being removed entirely to aid in the
exiting of the public fro the theater areas.
The roll dnvvn f1C3(lC CPaa^a#'irsn f-hn - _ r .
�� aL�i iC Sr 1Uj� Vin2Std J@ a!'�a 15
being investigated to determine if it i� -.4 ire rated door,
structions are being dealt with thr-ouah tParh ri Honi-
Hallway ab
education.
University representatives still have not addressed the total occupancy (based
on square footage, usage, and available exits), number of closed
exits, lock hny
reLJurernent, some autsid� exit nath� n�- �,t�,oY roe-,��,�, ;�...�_ T
the university provide
no response.
--- icq ACU ]XII 5. 1
have
JuuLaye or the building and an egre
requested
ss plan with
ivir, harmston fias acknowledged the receipt of my previous letter and states
university's occupancy and exit
to provide documentation Thic
numbers differ from the city's figures but has yet
universi
-•• . „�� department would like to once again request the
hi jilrli ty I'll provide the needed information for an accurate review of this
Hy � vc:cupancy,
1i you nave any questions please feel free to contact me.
Sincerely,
Chris Huskinson
Fire Inspector
705-1312 (cell)
CC: Charles Andersen, Rulon Nielsen, Lloyd Benson, uric Harmsto�IIJIlIlal715r Shawn Larsen, Brad .Jp�']1`�Sorl_ Va! C`hrictp�,n,
Stephen Zollinger
Kyle
rse n,