HomeMy WebLinkAboutMULT DOCS - 05-00158 - Steel Line - Office Building4/5/2006
1365 S 12"" W
Rexburg, ID 83440
Re,* Building Permit OS 00158
Steel Line Building
Dear Builder/ Owner,
c.IrY o -F
Americas Favni'.
Afier reviewing your file , �t was determined you have not had
the above penn-t. it �� 1MpQ�ant that a final fire ins ecii�n is final appxoval on
before the bus"ness can b� occupied. If anyone has ahead �°mpieted and appro�,ed
Your final accomplished immediately or There may be, can, uev�� �n then you must get
conditions a temporary occupancy may be arranged with the building_onlyfor3�daysor,1
ifing w�nter, 3D days after
If you have already had a final inspection and did
of the Final Inspection ticket and a Inst of the item
Please ar-qri �a fn i,.,�,� ., �� _, r -
unQer A1mlted
off cial,
but is valid
gx'ound thaws for landscaping.
not pass then enclosed is a cop�r
(s) that did not pass the, inspectlnn.
--�--b� 4u ��aVG d ��na� rlre Inspection �y calling 7� �-� 3� � so we can dear
your folder and grant you legal occupancy. If you have, anquestions,Y please contact me.
Thank you for your cooperation,
Brad Johnson
Fire Inspector
B iii I diin g Department 19 E, 111 -fain Rexhuj�q,, -ID, 83440 A 0,- Box 280
Ph one 59.302 0 ext 32 6 Fax (2000) 359.3 024
May 24, 2005
City of Rexburg
12 North Center
Rexburg,, Idaho 83440
208-359-.3'020
1305 South 12th West
Rexburg, ID 83440
www.steellinebuildin s
To Whom It May Cancern:
1-866-307-8335
FAX (208) 356=5357
1This."s in reference tQ SteelLine LLC seeking a building permit. We understand d tur
property is and has been annexed into the City of Rexburg. The City of Rexburg does not
have services to the location and is under process to get services ta the property.
SteelLine is seeking a building permit for the property and has exist'
dF ing sewer and water
services from before the property was annexed.
SteelLine LLC is requestmg a Transportable Water Exception. We understand that the
exception, is necessary to obtain a building permit. Knowing that the City is in process to
extend the fare suppression services to the extent of the city boundaries, we request this
exception until services, are able to be provided,
a
We thank you for you cooperation and look forward to working with you.
Sincerely,
SteelLne LLC
Dean Palmer,
Troy Hastings
Dustin Palmer
9P
IPP WALL PANEL SPECIFICATIONS
PART 1 - GENERAL
1.01 WORK INCLUDED
A. All steel -faced, factory-assembled panels with insulating foam core for the exterior wars
and/or roofs as shown on the contract drawings.
B. All rebated metal trim, accessories, fasteners and sealants indicated on the contract drawings
as part of this section.
1.02 QUALITY ASSURANCE
A. Manufacturer Qualifications'.
�. The manufacturer sham have a minimum of ten ('IO) years experience in the production of
factory foamed -in-place metal skinned insulated panels and be able to show experience
with projects of similar size and complexity.
2. The manufactures shall be certified by the American Inst"tute of Steel Construction SC)
verifying it has sustained audits to confirm it has a continuing quality control program_
B. Installer Qualifications:
1. The installer shall have a minimum of five (5) years experience installing metal skinned
insulated panels on projects of similar size and complexity.
1.03 SUBMITTALS
A. Furnish detailed shop drawings, approved by the manufacturer, to the architect {owner} for
review. Drawings shall show profile, panel thickness, gauge of interior and exterior sheets,
location and type of fasteners, gauges, shape and method of attachment of all trim, location
and type of sealants and any other details as may be required for a weathertight installation.r
do not proceed with manufacture of materials prior to review of shop drawings and field
verification of all dimensions.
B. Furnish manufacturer's data describing the products to be used on the project.
C. Furnish actual samples of prefinished metal for color selection.
1.04 WARRANTY(S)
A. The manufacturer shah warrant for one (1) year from the date of shipment that the product is
not defective in workmanship or material.
B. The manufacturer, upon shipment of materials, shall furnish a warranty [choose one):
� . Covering Galvalume Plus0material against rupture, structural failure and perforation
due to normal atmospheric corrosion. exposure for a period of twenty (20) years.
2. Covering,paint finish against cracking, chalking, blistering, peeling, flaking and chipping
for a period of twenty (20) years.
3. Cowering the Rockwall Coating against delamination for a period of three (3) years.
4. Covering the Textured Finish Coating against delamination for a period of ten (10)
years.
C.
The contractor shall issue a warranty for two (2} years from the date of substantial
completion against defects in material installation and workmanship.
1.05 PERFORMANCE TESTING REQUIREMENTS
A. Structural Tests: Structural designs shall have been determined from independent tests
conducted in accordance with ASTM E72 "Chamber Method."
B. Thermal Properties: Panels shall provide a "U" value of (select from IPS insulat-ing
properties chart) BTU/Hr,/Sq. FUT, corrected to 15 mph wind outside and still air inside,
when determined from tests conducted in accordance with ASTM 0236 by a recognized
testing laboratory.
C. Air Leakage: Panel joints shall be tested dor air leakage in accordance with ASTM
E2831AAMA 5Q1. The leakage rate for SPP Wall Panels shad not exceed x.0'4 CFM/SF at a
pressure difference of 40 psf.
D. Water Penetration: Panel points shall be tested for wader penetration in accordance with
ASTM E331/AAMA501. There shall be no water penetration for IPP wall panels at a
pressure difference of 50 psf.
E. Fire Tests.- Panels shall be qualified by laboratory scale and/or full scale fire tests for
acceptance by building code and insurance authorities. (Specifier Note: Allproducts may
not be covered by all the following tests at the time of this writing. Contact your IPS sales
representative prier to writing specifications for a particular pro -duct).
Evidence of fire performance shall include the following:
1. Underwriters Laboratories., Inc. classified and labeled for "Surface Burning
Characteristics of Building Materials," UL 723 (ASTM E84)
Care Material )
Flame Spread 2d, Smoke Developed 400
Finished Panels 2PF to 50P IPP Wall Panels
Flame Spread 15, Smoke Developed 250-450
2. Factory Mutual Approved and labeled for "Class 1 Insulated Wall &Roof/Ceiling
Panels", Factory Mutual Standard 4880 (1994), to 30 ft. (max) high, 5 in. max.
thickness.
3. Factory Mutual listed and labeled for "Surface Burning Characteristics of Building
Materials" , ASTM E84-95.
Core Material (5]
Flame Spread 25, Smoke Developed 18D
4. Southwest Research Institute listed and labeled for "Surface Burring Characteristics of
Building Materials", ASTM E84-95
Finished Panels 5" IPP Wall Panels
Flame Spread lu, Smoke Developed 13D
2.0 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. IPS Insulated Panel Systems, 13,202 Murphy Road, Stafford Texas 77477.
Telephone.- (281) 499-2605 or (800) 729-9324. Fax: (281) 499-3363.
Approved equals will be considered in accordance with provisions set forth
in section 016-00 of the project specifications.
2.02 PANEL DESIGN
A. The panels shall be completely prefabricated in the factory using pre -coated, precision roll -
formed steel faces chemically bonded to foamed-in-place rigid modified isocyanurate corgi.
B. Panel unit shall be:
� . IPP wall panel - (3611 1 42") wide, „thick (select from IPS insulating
properties chart). the panel joint shad be a concealed fastener design with an offset
shipiap that allows both panel faces to be mechanically attached to supports. The faces
shall be stucco embossed and have a mesa pattern.
2.03 MATERIALS
A. Exterior face of the panel shall be aluminum zinc alloy coated steel with a minimum AZ50
coating class, conforming to ASTM A792 or steel G90 (min.) coating class, conforming to
ASTM A653. Material thickness shall, be (26, 24, 22) gauge steel_
B. Interior face shall be (26, Z4, 22} gauge steel G60,(min-) coating class, conforming to ASTM
A553, or aluminum zinc alloy Goofed steel AZ 50 (min.) coating class, confirming to ASTM
A792.
C. Insulating foam Care shall be foamed -in-place rigid modified isocyanurate using an HCFC
blowing agent and have the following physical properties:
1. Density: 2. 0 pcf (nom.)
2. Compressive strength: 23 psi
3. Tensile strength: 39 psi
4. Shear strength: 26 psi
5. Closed cell: 93%
fi. Gold aging: 1% volume decrease after 7 days at -20"F
7. Meat aging: 3% volume increase after 28 days at 200*F
8. Humid aging: 4% volume increase after 28 days at 158°F and 10D% R.H.
D. Trim and flashing shall be formed sheet metal that is equal in thickness and finish to that
furnished for the paned faces.
E. All exposed fasteners shill be stainless steel, stainless steel egad, aluminum or cast zinc"
aluminum alloy painted to mach adjacent calors. All aluminum rivets shall be mill finish and
unpainted.
F. Sealants sial! be.-
� . Field applied vapor barrier sealant in the panel joints shall be a butyl based material that
is non -skinning, non-drying, resealable and shad have a service temperature range of —
60'*F to 250'OF,
2. Field applied wether sealant shah be a
silicone based material with
excellent
adhesion
and cohesion properties and shall have
a service temperature range
of -50°F
to 400*F.
G. Panel clips shall be heavy gauge galvanized steel and concealed in the panel joint.
2.84 FINISHES (choose interior and exterior):
A. Exterior face (choose one):
1. Signaturee 200 - Premium siliGonized polyester paint system
2_ SignatureD 300 - Premium 70% resin Kynar 5000/Hylar 50000 paint system
3. Galvalurne Plus
4, Rockwall Coating
5. Textured Finish
B. Interior face (choose aye):
1. USDA Approved White paint finish in 26 gauge material
2. Signature COQ - Silic onized polyester finish in,(choose one: 26, 24 or 22 ga.)
3.0 EXECUTION
3.01 INSPECTION
A. Panel Erector shall examine the alignment of the structural steel before installation of the
panels. The steed shall be aligned to the tolerances established in the RISC bode of
Standard Practice, Section i, and the supplement madifilcativn controlling Section 7.11.3,
adjustable items. The maximum deviation of steel alignment should be limited t0 3/1611 from
the control with a 1/811 maximum change in deviation for any member for any 10'----0" rug of
panei. The erector shah not proceed until defects are corrected by the responsible
contractor.
B. Inspect all material included in this contract prior to installation. Manufacturer to be notified
of any unacceptable material prior to installation, including freight damage.
3.02INSTALLATION
A. Erector shall familiarize himself with all erection instructions and drawings before starting
work.
B. install Imetal panels, clips, fasteners, trim and related sealants in accordance with approved
shop drawings. Panels shall be cut in the field for bevels and openings. Fleshing and trim
shall be installed and in proper alignment for best appearance. Sealants shaft be installed
without skips or voids to insure weathertightness and integrity of the vapor barrier system.
3.03 DAMAGED MATERIAL
A_ Repair or replace all damaged materia{ to the satisfaction of the architect and/or contractor
if damage has been caused by the manufacturer or panel erector. The general contractor or
builder shall be responsible for the protection of completed or installed areas from damage
by other trades. Installed areas or portions of the work shall be inspected by the owner or
general contractor and approved immediately following the completion of such ares.
Subsequent damage will then be the responsibility of others.
B. Remove all debris and metas filings from the panel and frim surfaces at the end of each
work period to prevent damage to the panels and possible rush staining.
DISCLAIMER: IP MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO THE MERCHANTABILITY OR FITNESS FOR ANY
16
FRO
-- iff ----1 -—-__—_R
Faced Fiberglass Blankets.
CMS is one of America's large suppliers of
W
.1 4 iA EA r
A -ILI - 4
flexible fiberglass blanket
insulaiion, with custom lam'
natior� �o a variety o� Uapor barrier facing
materials. Each roll is indl-vidually. color coded to identify its intend ed
locatian in the building roof or walls.
SPECIFICATIONS0
:
Product Designation'
Thickness
R5.2 Custom Laminated
to length
p" Custom Laminated to length
RIO 3.0 Custom Laminated to length
Custom Laminated to length
R13 4,Oip Customs Laminate. to length
.1 5-0~ p Custom Laminated to length
;k? R1
Unfaced Fiberglass Blankets
Unfacedfiberglass blankets are designed for use as addiiiona� insulati
on
for faced blarikets, fiberglass or foam boards, or retrofit applications.
Filler blankets are mailable in standard widths between 36 and 72 inches.
SPECIFICATIONS:
dp
Product Designation Approximate Standard Ro-11 Length
Thickness
R5.2 1.5" 150"
R7 2.4" 125'
R I 4 3.0" 100,
R l 1 3.5" 75'
RI3 4.0fp ®r7Sr
R16 5 011 50'
R19 6.Q"' 50'
.f
LL
I
4�
am
L--�
40
16
OEM
�q
i -A
y
"'1
L
M
CL
a
cr
0
M
mom
tA
Ma
lb
n
�b
At
4
M
L11
1-:91
Poo
0 OF
Roofing sheets screwed on
perpendicular to purl*ins
Ll
Sten 5
Ij
ka
POLYPROPYLENE / SCRIM / CORE / METP 1-1 pns vFCTFp
FACING COMPOSITION
White Film
Adhesive
Reinforcing
Core
Adhesive
Film
PHYSICAL PROPERTIES
Basis Weight
Permeance (WVTR)
Bursting Strength
Puncture Resistance
Tensile Strength
Caliper 1 Thickness
Accelerated Aging
Law Temperature Resistance
High Temperature Resistance
Water Immersion
Mold Resistance
Dimensional Stability
Light Reflectance
FIRE TESTING
Polypropylene Exposed
Polyester Exposed
Meets ASTM 01 136, Tynet I, II, III, IV
DESCRIPTION VALUES (ENGLISH) VALUES (METRIC)
Polypropylene
Flame Resistant
Tri -directional
Fiberglass/Polyester
Proprietary
Polymeric
Metallized Polyester
TEST METHOD
Scale
ASTM E96
Procedure A
ASTM D774
ASTM 01136
ASTM 0 1136
Micrometer
30 Days @
95% RH7 120OF (49cC)
ASPM D1 790
-40OF (_400C)
4 hours
240'F (116°C)
24 hours @ 73°F (23°C)
ASTM C665 ! C1338
ASTM D1204
ASTM C523
UL -?231
Flame
Spread
5
5
ASTM E84
Smoke
Developed
ce
zo
0.0015 inch
5 /inch (MID)
5 /inch (XD)
30 lbs / 3000 ft'
0.0005inch
VALUES (ENGLISH -11)
32 lbs I 1000 ftz
0.02 perm
(grains/hr ft2 'in Hg}
120 psi
125 beach units
65
lbs/inch
width
(MD)
60
lbs/inch
width
{XD}
0.01 0 inch
Na Corrosion
No Delamination
Remains Flexible
No Delamination
Remains Flexible
No Delamination
No Delamination
No Growth
0.25%
85%
CAN ULC-S102M
Smoke
Developed
Flame
Spread
5
5
NF$.i
FAVA
t
38.1 micron
20 1 100 mm (MID)
20 1 100 mm (XD)
49gM f m2
12.7 micron
VALUES (METRIC)
156 gm/m2
1.'1
5 ng N's
8.4 kg /cmc
3-7 Joules
11.4 kn / m (MD)
10.5 kn / m (XD)
254 micron
No Corrosion
No Delamination
Remains Flexible
No Delamination
Remains Flexible
No Delamination
No De -lamination
Nc Growth
a.25%
$5%
BRITISH STANDARD 476
Physical Properties based upon statistical averages, Weight / Thickness +/- 10
Parts 6 and 7
Summary Report
Class 0 Surface
"LAMTEC" AND "WMP" ARE REGISTERED TRADEMARKS OF LAMTEC CORPORATION
LarrItec Corporation Bartley,Chester Read P.O. fax 37 Flanders, New Jersey D7836 -D037 USA
Phone: (g73) 584-550Q v+vww.lamtec.com fax:
(800) 852-6832
(973)!5-84-5178
(888) 852-6832
2/04
C
a
r
06/08/2005 14: 56 2 0 ^u 3 5 6 73 5 6
MATERIALS
TESTING Er
IN5PECTION
DEAN PALMER
�RI�TEE� COIVSTRUCT�On
1305 SOOM 12� Weer
Rexburg, ID 83440,
Re.: Testing and Inspection Servim for the
proposed Project: Steel Line., Rexburg, Idaho
Li UUT1
PAGE 0 1
EXHIBIT #'''
PAiGra 0 1 aPP
DATE 6/13/a5
50547 — 9TEIEL LaNJJREX19 UR d
IDM4� u o c
�IVr , 14 771:1
�u� ioer�xr��
Dczr Dean Palmer,
Tho cl
osed cyst proposal has been prepared for your review end e'valuafion. M�te�iaLs Testing & fnspcction,
en
Inc. (M-rM appreciates the oppot.ixn.�ily to submit this estimate to provide matorials testing and ins1pectian
se�vi ces oD the abuse referenced project.
The estimate is hayed on our review of conversations with Dean Palmer of TRISTF, Coastnicition2, si,mzlar
Projects,, and City of Rexburg requirements. The estimate is also based on a presumed construction schedule. If
theNffllsconstruction schedule does nit foX�ow estimated production rates and schedule, thequant�fies and
number of trips required will vary. Please review the number of trips =d quantitics to insure that each item
follows your construction schedule/production rats. Varialices from Door estunate and your
scheduleJproductson rats ,will be billed at the indicated unit rates. The ie5illfi may be a decrewe or uncrmse }3'l
the total teqing and inspection casts. Scope of services for the project have been oudined below:
Prch-Engineered steel Bufldiug- The
inspection,. p sco L mav be, &dg. e
rt",_ 571M.-
of td
Scope of Semces includes; 1) structural steel high stength belting
d based ��, the act sficial 1"ns��c�ion ,rte, �imc�nts. Co&�Lwill be
ame for testiniz and innKaionsk
A detailed explanation of testinglinspection �tert� far each phase of canstruct�on has been provideAexplanation
Structural Steel — "Special Inspection" of bated connections is required. Belted cvnuections will be
inspected in a=ardance with the project specifications. T'he first taps should be performed at the start -
4p of bolting opemtiojis to check bolt Galibra4iom and review procedures with oii- sxte s#eek workers.
Intennediate trips should be performed to i4spect welds or bolts ffiat are. to be covered prior to the flual
inspection. The final inspection should be performed at the completion of bolting, but prior to depart=
of the steel +uxew, to inspect the finished product.,
It is W1,S intention that aur services will co�n�lem�nt your ef�ax�ts tQ�vards maintai�air�g she highest standards
of quality- Please let us know if you -require additional �x3formation. ire dmnk you for ct�nsideri�g our firm and
loop forward to working witb you on this project.
Respectfully Subnijttf.(,
Materials Testing & Inspection, Inc.
REVIEWED BY: MSTOPHIER MCMURnCEY
EA STERN IDA Re) A..ss�rrsTANT1b1AxaGER
L _t
JUN n IIlI�
230 N. skyline Drive, Su#te Cp Idaho Falls, ID 83402 Mpg .8242 ROX 208 52M91 I
E -Mail e4mt1Qsrv.net ywyw ~yW rwy,,md
SRO PERS'IES
,J
H C F C F [? A M SYS TEM
SSP ROOF PANEL
Product Code
SSP
200
SSP
250
SSP
300
SSP
400
SSP
500
RWP ROOF/WALL
Product
Code
RWP
150
RWP
200
AWP
250
RWP
304
RWP
Sao
500
RWP
soy
ESP WALL
'IPP
P A N E L
Product Code
ESP
200
ESP
250
ESP
Boa
ESP
400
400
ESP
500
"T" Thickness
1 1'12
211
2 1/211
al
19
II
"T" Thicknes5
2 Li
11211
70
411
11
Tff
tragi factor
.067
.053
.043
.032
+025
" Factor
082
.064
.053
.
04S
.034
.028
T" rr Fa or
.
063
+050
.042
.031
.025
WALL/PARTITION PANEL
Product Code
IPP SOD
IPP 250
300
Thickness
211
2 11211 211
I,4
00-
"U"
Factor
.063
+050
MEJ
"R" Factor
14,9
19.0
23.1
31.3
39,5
el " Factor
12.2
15.6
1.
22.3
29.0
..
"R" Factor
16.0
19.9
23.9
31.9
40,0
"R" Factor
16.0
1+
X3.9
GPS 400 419�.
*031 31.9
IPP 500 5,I .025 40.0
EWP WA.LL PANEI..
Product
Code
EV'VP
200
EWP
250
EWP
300
EWP
400
EWP
500
"U" Factor
.072
.os$
.048
.036
rr " f=actor
13.9
17:3
20.8
..
..
Note: insulation values determined
by tests conducted in accordance wb
ASTM 236 at a'mean temperature of
75 degrees F., winter condtbn corrected
to 15 mph outside and still inside.
0
Roof and wolf panels are manufactured
to the following specifications:
Exterior faces are 22-, 24- or 2b -gauge aluminum
zinc alloy dated steel, A755 coating class, conform-
ing
of rrn-
in to ABTA A792, Grade 50 (50,000 psi min. yield).
interior faces are -, 4- or - gauge steel
(min.) coating class, conforming to ASTM A653,
Grade 50 (50,000 psi min. yield); or aluminum zinc
alloy coated steel. A750 coating class, conforming
to ASTM', Grade 50 (50,000 psi rnin, yield).
InsulatingInsulatIng foam core is a foamed -in-place rigid modi-
fied isourate using ars H ,F bI ire ent,
and has the following physical properties:
1. Density: 2.0 pcf (norn.)
. Compressive strength; 23 ps*[
. Tensile strength; 39 psi
+ Shear strength: the psi
, Closed veil: 930/0
. Cold e ins 1 % volume decrease after 7 days at -20'x.
7. Heap aging: % OluM increase after 28 days at 200'F.
. Humid aging: % volume increase after 28. days
at 158"F. and 100% R.H.
Tram and flashing are formed sheet retial that
matches the thickness and finish of thep anel faces:
All exposed fasteners are t fnle s steel, stainless
steel clad., aluminum or cast 6ric-aluminum alloy
painted to ,notch panel colors.
a Gariel exterior faces are coated with a siliconized
polyester or 0% Resin Kynarfinish system.
enlact IFS for color selection and avabbrlit .
Panel interior faces are coated with a whitep ! ester
F nish system, Other colors and finishest'inciruding a
USDA approved white polyester f ini'sh, are v ile le,
SSP Standing Seam Paneil with Verskok@ is an IPS
exclusive, This roofing panel his unique features not
a i la le from any other source,
Insulated Panel Systems,
P.O. Box 968
Stafford, TX 7%49%-4968
28,11499-2605 * 8001729-9324 •Fax 28,11499,3363
E -Mail: sales-marketing@insulated-panels.com
Web site: www.insulated-panels.cflm
05/08112005 12: "'35 6 ? 3 5 6
MATGRIALS
TESTING Es
INSPECTION
Q1;nViWM@nt3180,fVk%6a
w
Q GeoWhnfoal Endineer(n
DEAN PALMIER
TFJST1,E1E1L CONSTRUCTION
X305 South 126 West
RAxburg, ID 83440
Rei
Tesfm,g and poction Services for the
Proposed�o}ect: Steel Line,.Re"xhlu��
Idah
PF 01
UXHIBIT "A"
PAGIE # I ojF
DATK 0115/0
1DAmo\ 50547 - GTEEL LINE Rr=XB11 A a
Q Construction Materlain Tesfin
wear Dean Palm",
The enclosed cost prc)posal has been prepared for yviu review and evaluation.
Inc. (MU) appreciates the vppodunity to submit this estimate to provide
ser�ces on the above re��z��.ced project.
a clal_l
IRM; 2W3W73M
h4ataials Testing & inspection,
rn�terials testi0, ng and �nspection
The estimate 1s bayed onour reVieW of conversations with Dem Fmer of 1�ISTEEL �a�truc�ion, sim%lair
projects,, and City of Rexburp, requirements. The estimate �s else based an a presumed, construction schedule. If
the construction schedule does net follow MT1's estimated pmduo#ion rates �.r►d sc�iedule, t�,e quaafth%es and
number of trips required will Crary. Please review the number of tris md Quantities to insure that each itern
f0110W9 your Cvustructian schedulelgroductivn rates. 'variances from sur �stirnat�e and your
schedule/production gates will be billed at the indi�a�d ��t ���, �e result my be a decrewe or increase in
the total testmg and inspection costs. Scope ofservices far. the PrOJect have been vuthned below:
Fre-Engineered Steel Building- The Scopc of Services includesy 1 )
auspection,. Thes gmenmy be adiusted bas
amlllw, on the actual n
ed on the acftaj cner_ ta1 in
of trin --me for testis
"I
Ld insve
structural steeI high strength bolting
ectinn MCI Hire s, _ C I, S S Will tie
F_
A d0talled explanation Of teSfing/inspmtion items for each phase of construction been provided below:
Structural Steel — "SPecial liaspcction" of bolted connections is required. Bolted connections will be
inspected m accordance with the project specifIca#ians. The first trips should be .performed at the starC-
up of bolting apezatians tv cbec� bolt ca�i6r�tior and revIew PrOcedures with oto -site steel workers,
]Intermediate trips should be perli>rmod to inspect weds or bolts that are to be covered prior to the final
inspection,, The final inspection should be performed at the co Pletio-1 of bolting, but prior to departure
of the steel crew, to insect the fxWshed prod�,ct.
It is MTPs interitian, that our services will cQmplement your efforts tOwar& =intaixiffig the highest standards
of quality. Please let us know x�' yvu require additioxwal infom-iation.. We thank you hoar Gox�sidering our arm and
look �t� workxz�,g watt you on avis projcct.
Respectfully Submitted,
Matefials, Testing & 111spection, Inc..
RIEVIRWIM ]BY: CIUSTOPHIER MCMURTREY
EAS TERY IDAHO ASSlSTANT MANX GER
1230 N. SWine Drive-, Sufte C.
E -Mail oknti6am" t
I'daho Fede, ID &W.
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