HomeMy WebLinkAboutRe: stone application on hse Au 'q 0 ? C7 (08: 33a John Vogstrom 651 -686-4595 P. 1
VOGUE ltel"F HOMES C.
JOHN VOGSTRO-N!
FAX#651-686-45,95
T Eia 651-6886-0205
MEELEPRON .. --- t
FA%`.,SEVME COVER SHEET
DATE:
TO:
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MESSAGE:
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Hugs Of-07 (08: 34a John Vogstrom 651 -686-4595 p. 2
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J estglneers F p,� sr9 h �a 6
Get ens Jae Bene rt9uc lvi ENT IO-RANDU Yi
5201 E.Ren Road,Sale 308 I hereby certify that this plan,specification or report
iVlmupofis,jM 564211027 was prepared by me or tinder my direct supervision
phone:763.571.2500 and that 1 am a duly licensed professional eugiaeer
Faoc 763.57S.I768 under the laws of the S e of Minnesota-
DA. July 26,2007 T
TO: /ague ICF Homes tre�►or Axaer
2618 Casco Point Road Registrad No.454"
Wayzata,MN 53391 Date: _ 7-2S-o7
ATTN-. John Vogstrom _
Thin veneer System-Dunkley Residence,Orono,WN
SUBJECT. StoneAdvise
PROJECT NO-: 206.1542
Uiteig previously designed and detailed the structural requirements for a major remodel and
addition to the above existing residence. Construction is nearing completion and exterior stone
The builder s proposing to use a thiT stone veneer that is
veneer work will begin soon-
separated from the exterior building sheathing using metal furring stripe The stone is glued to
tate strips for permanent attachment. The City Building inspection Department is requesting
that Ulteig review this system for structural adequacy. The following information was
provided by the contractor and StoneAdvise,the stone veneer atamfacturer.
1. A metal furrirLstrip is installed parallel with studs at a maximum of 16" on center. The
g
strip is attached to the studs with T' long NT14, multi purpose fasteners at 12" on center,
with a minimum 1" embed into the wall suds. The metal material and shape is to be in
accordance with StoneAdvise requirement , tvitfi LT tape for temporary support
2. The stone is attached to the furring p" P �Y Pp°� and
StoneMate continuous glue for permanent support. Clmn th metal with LT cleaner prior to
attaching the stone veneer. The glue is reported to maintain full strength for a mini=mum of
20 years.
3. The shone veneer is approximately�V thick- _
4. Vertical control joints may b �M Ttar,drainage, weepsd at inside comerset at�tombe m acttent �cvrdance with
& Verify
locations with the manufacturer.
the system requirements.
5. Follow all manufacturer's requirements for iiv'taIlation of the StoneAduise Thin Veneer
System.
in regards to performance, the above system appears to create a preferred drainage plain and
air space compared to standard continuously adhered thin veneer systems. Based on the
tnformation provided and completed project profiles, the Proposed thin Veneer system appears
to be a structurally adequate solution for attachment of thin vn= �a�e Sall structure.
� based on
ibis document applies to structural only- Maintenance way req
product life spans. Please contact Uiteig Engineers if you have any questions or comments.
Minneapolis,MN• DeVoit Lakes,AW• Fargo, !VD•8ismamk, fYD•Sioux Falls, SD
www.ulwg.com
Rug 0'j -07 (08: 34a John Vogstrom 651 -686-4595 p. 3
To: City of Orono
Inspection Dept.
From: William and Sue Dunkley
2709 Walters Point Lane
Orono MN
We have received the memorandum from Ulteig Engineers dated July 26,2007
( Exhibit A)and understand the process involved with attaching the stone to our
house. We do want to proceed with the installation of the stone and appreciate
your concern with the installation process.
7illiam
and R ds,
ey
ue Dunkley
Ju117 07 10: 51a John Vogstrom 651 -686-4595 p. 2
0712'x/2007 FRI 9:36 FAX 763 5711168 Ulteig Engineers Fax lQooZiooZ
engineers
Cot Ih01ob d000 HOT MEMORANDUM
>201 E.River Road.Suite 308
Minneopolis,MN 55421.1027 1 hereby certify that this plats,specification or report;
!'hone.763.571.2500 was prepared by me or under my direct supervision
rox:763.57L1168 and that I am a duty licensed professional engineer
under the laws of the S to of Minnesota.
DATE. July 26, 2007
TO: Vogue 1CF Homes ---- -
213 Casco['Dint Road Trevor Axner
6r
Minnesota Itegistrati n No.45470
Wayzata, MN 57391
ATTNr John Vogstrom
SUBJECT: StoneAdvise Thin Veneer System-Dunkley Residence,Orono,MN
PROJECT NO.: 206.1542 2704 &W—t ^S
Ulteig previously dcsigned and detiilcd the structural requirements fora major remodel and
addRion to the above existing residence. Construction is nearing completion and exterior stone
vicencer work will begin Soon. The buildt:r is proposing to use a thin stone veneer that is
separated from the exterior building sheathing using metal furring strips. The stone iti glued to
[fie strips for permanent attachment. The City Building Inspection Department is trquesting
that Ulteig review this system for structural adequacy. The following information was
provided by the contractor and StoneAdvise,the stone venecr manufacturer:
1. A meta) furring strip is installed parallel with studs at a maximum of 16' on center, The
strip is attached to the studs with 2" long MP14, multi purpose fasteners at 12" on center,
with a ,ninimurn 1" embed into the wall studs. The metal material and shape is to be in
accordance with SioneAdvise requirements.
2. The stone is attached to the furring strip;: with LT tape for temporary --upport and
StoncMate continuous l;lite for permanent support. Clean the metal with LT cleaner prior to
attaching; the stone veneer. The glue is reported to mointain full strength for a minimum of
20 vears.
3. The stone veneer is approximately l/+" thick.
4. Vertical control joints may be required at inside corners and intermittent spacing. Verify
locations with the manufacturer. Mortar, drainage, weeps, etc. are to be in accordance with
the system requirements.
5. Follow all nnanufacturer'� requirements for installation of (lie StoneAdvise Thin Veneer
System.
In regards to performance, the above system appears to create a preferred d.raitiag a plain and
air space compared to standard continuously adhered thin veneer systems. [used on the
information provided and completed project profiles, the proposed thin veneer system appears
to be a structurally adequal-0 solution for attachment of thin veneer to the main wall structure.
This document applies to structural only. Maintenance may be required over, time based on
product life spans. Please contact Ulteig Engineers if you have any questions or corrtments,,
Minneapolis, MN•Octroit takes, MN• Fargo, ND• Bismarck. NO -Sioux Falls, SD
www,tlfteig.com
07/11/2007 07:34 514-932-2072 _ PIERREXPERT INC PAGE 01
JIM
5810 Place Turcot Montreal(Quebec)Canada H4C 1W3
Tel:514-932-2642 Fax:514.932-2072
FACSIMILE TRANSMISSION
Palk July 12, 2007 Facsimile no. : 952-2494616
We are transmitting this page and 5 additional page(s).
To: Mr. Bruce Vang
-qKLCe: City of Orono
Sublee : Dunkley Residence
Dear Mr. Vang,
As requested, please find enclosed some information regarding the gluing
system for the Dunkley Residence.
If you have any question, please do not hesitate to contact me.
Best regards,
Richard Viau
President
07/1t/2007 07:34 514-932-2072 PIERREXPERT INC PAGE 02
5810 Plaae TumW Mantras)pucbac)Canada H4C 1 W3
Te):314-932.2642 Fax:514-932-2072
EnWI:• info@mneadvise-mmica.com
Montreal, July 11, 2007
Mr. Bruce Vang
Be : Gluino S neadvise system scecificati ns
Dear Sir:
Please find enclosed the Stonemate glue results of the different tests according
to different norms as followed.
DIN for Germany
ISO for International Standard Office
ASTM for U.S.A. standard norms
Please take into consideration that this systems has been used for million of
square feet of stone veneer installation over 10 years in the European country as
Ireland, England, Holland, Germany, Island, Russia, Findland and all other
countries around the Baltic Sea.
Also in America, different places haved used the system in Montreal, Quebec,
Nova Scotia, Connecticut, Virginia and New Jersey.
Also, please find enclosed each load or shear stress for the Omega, the screw
and the glue. Taking into consideration the stone load to be installed, will vary
from 15 to 20 pounds per square feet.
If you need any other information, please call the undersigned.
Y Fi ,
Richa is
President
RV/rbv
Enc.
c.c. Mr. Steve Minhn
07/1Z/2007 07:34 514-932-2072 PIERREXPERT INC PAGE 03
38 i0 Place T[urcot Montreal(Quebec)Canada H4C 1 W3
Tel:514-932-2642 Fax:514-932-2072
Email: infb@ston=dvise-amarica.com
Montreal, July 11, 2007
Re: Dunkley Residence
Different test results on Stoneadvise material suggestions at the Dunkley
residence:
The Omega Galvanized Steel 20 gauge installed every 16 " 1c%can take a load
many times over the load to be applied.
The Stainless Steel screw 1 W x W diameter wood tread.
Tensile strength 3600 PDS min.
Shear strength 2630 PDS min.
Torsional 110 inch PDS min.
Pullout strength ultimate average in 1" depth in the wood
517 les at 16" /c% = 388 PDS/SC/FT
The Stoneadvise glue:
Tensile stress: 300 psa
Tensile stress at break: 420 psi
Shear stress 360 psi ASTM (D1002)
0711212007 07:34 514-932-2072 PIERREXPERT INC PAGE 04
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07/i1/2007 07:34 514-932-2072 PIERREXPERT INC PAGE 05
r ever,CQ TSA=Tlireadspwifications
: .....
.. . •M'.�'.L;•:"• , .1/+1��,,�!t,����Ni •�: per_ ...
-= '�=• ""'' Select the proper
r w " •
.,What is the thickness
What„typi9,.�f,,irlaterlia/are o>�the material you will length MP-141
r you fastlitning into? be attaching?
@t!� 9a
r MP-34 Length i
1-3/4 to 2"-----_._.--_f............- - • .............. 2-1/2*
. ........................................ 4” '
Allow V2-f)(,notratfor) throucih
4-5/8"to 5-1/20............ ......................t..................�
Altachmilrd RaW tap-, Len
.....................................s 1-1/4' ,
1-3/4 to'1-1/2'......_...... ...................... 2-1/2"
2-8/W to 3 ..... .. .. .......................................� 4
Allow I" ernbediverit /f)tO
4�/8"to 5'................. .....................1.................� g"
At4arhment RsnQe i
<.250'_.................. .........
.......................,..v- 1-1/4"
1-3/4 to 1-1/2".. ...... .......,. . ' ,. .....� 2-1/2"
► 4"
OWN
6"
4-5/8"to 5'
Always have a
box on handl
loo pietas per a Multi-purpose
Point Type: ,
Head Type: 5/16' HWH.
Material: Carbon Steel.
P,N.14125oMP14 Plaiting: TRI-SEAL
(1,000hrs salt spray/ACQ Compatible)
Tensile Strength: 3.600 lbs. min.
a Shear Strength: 2,630 lbs: min.
P.N.142000MP14 Torsional: 1i0 inch lbs, min,
I STEEL WOOD
P.N. 1d25p0MP11
f 112 os. 159 be, 917 bs
517 ps. 972 96, 956 bs 99C ps.
vW_P.N-,'4i0b6MP1A NOTE.•Steel thicker then 14 gauge CONCRETE
requires prad1iping and puNout testing.
Contact 7FC fir assistance. T40 en
P.N. 144000MP4 Coming soon/ :...
r,.. APPROPRIATE SAFETY FACTORS SHWIU
USED ANY VSE OF THIS INrORMATION
P.N.1a5ao0MP14 Gorr)/ng sport! is THE sa a RESPONsIauTr of THE usE
P.N. 146000MP14 Coming Soon'
07/12/2007 07:34 514-932-2072 PIERREXPERT INC PAGE 06
8810 Place Turcot Montmal(Quebec)Canada HSC 1W3
Tel:514-9324642 Fax:5 14-932-2072
STONEMATE SPECIFICATION
TECHNICAL DATA
Basic Material Silyl modified polymer
(SMP)
Curing method Moisture
Specific gravity Ca. 1.4 g/ml
Skin forming time Ca. 10 min. (70°F/20°C @50% R.H.)
Open time <15 min. (707/20°C @50% R.H.)
Curing speed after 24 hrs Ca.3 mm (70°F/200C @50% R.H.)
Shore a hardness Ca.65 (DIN 53505)
Volume change <3% (DIN 5245 1)
Green strength Ca. 1800 Pa (Physical rheometer MC 100)
(Maximum load which can be applied per mt uncured adhesive without sagging)
Electrical volume resistivity >1011 Vem (DIN53482)
Tensile stress(100%) 300 psa(ca.2.1 MPa) (DIN 53504/ISO 37)
Tensile stress at break 420 psi(ca.2.9 MPa) (DIN 53504/)SO 37)
Elongation at break Ca.225% (DIN 53504/ISO 37)
Shear stress 360 psi(ca.2.5 MPa) (DIN 53283/ASTM D1002)
(Aluminum-to-Aluminum;adhesive thickness 2mm,test speed 50 mm/min.)
Tear propagation Ca. 13 N/mm (DIN 53515ASO 34)
(Type C,test speed 500 mm/ndn.)
E-modulus(10%) 623 psi (ca. 4.3 MPa) (DIN 53504/1S0 37)
Solvent percentage 0%
Isocyanate percentage 0%
Temperature resistance 40°F to 212°F(-400C to+120°C)
Temperature resistance 356°F (+180°C) (max 1/2 hr)
Application temperature 41 OF to 95°F (+5°C to+35°C)
UV and weather resistance Very good
Color Black
Packaging(Note;Sim subject to Stonemate 20 oz.sausage, 5 gallon pail, 52 gallon drum
Chose)
STORAGE STABILITY
Stonemate may be stored for 12 months in a closed(unopened)container in a dry place at
temperatures between 41°F to 86°F (5°C to 30°C) (cartridges 18 months).
SAEETY PRECAUTIONS
No specific precautions required. Consult safety data sheet.
TRANSPORT CLASSIFICATION
Not applicable.
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