HomeMy WebLinkAboutMiscellaneous Compliance Report 2013-11-12 • •• ••• •• •• • ••
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BUILDING EUGENE=•
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Exterior Wall Envelope
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Self-Certification Foir�9 .•: ••• • •••N;C_1<- Otet , am the general contractor or the
owner-builder at the following address:
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Street Address
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City
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Permit# • ••••••
••••
• ••
•••• • To conform to•tlte 2011 Oregon Residential Specialty Code (ORSC), Section
•••••• R703 1'1, I afi•nctifying the building official that I am aware of the exterior wall
•••• envelope requirements of R703.1.1, and hereby certify that the components of
•••• the exterior we4 nvelope have been installed in accordance with the code
regtliremenl.•[Section R703.1.1 is provided for reference on the reverse side of
this••frorr ] ',
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Print NameC�-�
S.
Signature
/F /Z 0
Date
Revised: 2/8/2010
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•Excerpt froria 2011 Oregon Residential Specialty Code Section R703, Exterior Covering:
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R703.1.1 Exterior Wall Envelope. To promote building durability, the exterior wall envelope shall
bV,Mstaleci In a manger that water that enters the assembly can drain to the exterior.The envelope
FhZl 4or=sist•of an ext'eriorueneer, a water-resistive barrier as required in R703.2, a minimum 1/8
• ..
• • spay eb eel•tie+yater-resistive barrier and the exterior veneer, and integrated flashings as
•
required in R703.8.The required space shall be formed by the use of any non-corrodible furring
strip, drainage mat or drainage board.The envelope shall provide prdper integration of flashings
with the water-resistive barrier,the space provided and the exterior veneer.These components, in
conjunction,shall provide a means of draining water that enters the assembly to the exterior.
Exceptions:
• 1. A space is not required where the exterior veneer is installed over a water-resistive barrier
complying with section R703.2 which is manufactured in a manner to enhance drainage and
meets the 75% drainage efficiency requirement of ASTM E2273 or other recognized
national standards.
2. A space is not required where window sills are equipped with pan flashings which drain to
the exterior surface of the veneer in a through wall fashion.All pan flashings shall be •• •
detailed within the construction documents and shall be of either a self-adhering '• ••••••
membrane complying with AAMA 711-07 or of an approved corrosion-res{,sj4r t taterialpr••
a combination thereof.Self-adhering membranes extending to the exterior surface of ttTe • ••
veneer shall be concealed with trims or other measures to protect from sunlight: •••••
3. A space is not required where the exterior veneer is manufactured in a marwrel to enhaPFe• •
drainage and meets the 75%drainage efficiency requirements of ASTM E2293 dt other
recognized national standards and is installed over a water resistive barrier complying with ••••
section R703.2. •
4. A space is not required where the exterior veneer is matching an existing exterior finish„•, '
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in additions, alterations, or repairs. ••••• •
.5. A water-resistant exterior wall envelope shall not be required over concrete or masonry:
walls designed in accordance with Chapter 6 and flashed according to section R703.7 or
R703.8. •
6. Compliance with the requirements for a means of drainage, and the requirements of
Section R703.2 and Section R703.8,shall not be required for an exterior wall envelope that
has been demonstrated to resist wind-driven rain.through testing of the exterior wall
envelope, including joints, penetrations and intersections with dissimilar materials, in - - •
accordance with ASTM E 331 under the following.conditions:
6.1. Exterior wall envelope test assemblies shall include at least one opening, one control
joint, one wall/eave interface and one wall sill.All tested openings and penetrations
shall be representative of the intended end-use configuration.
6.2. Exterior wall envelope test assemblies shall be at least 4 feet by 8 feet in size.
6.3. Exterior wall assemblies shall be tested at a minimum differential pressure of 6.24
pounds per square foot.
6.4. Exterior wall envelope assemblies shall be subjected to a minimum test exposure
duration of 2 hours.
The exterior wall envelope design shall be considered to resist wind-driven rain where the
results of the testing indicate that water did not penetrate:control joints in the exterior
wall envelope;joints at the perimeter of openings penetration; or intersections of
terminations with dissimilar materials.
.74 SPRINGFIELD ..� -1 '• • • •
0-11 �EJF SREINGFIEEP OREGON ` - 1 ° ie
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DEVELOPMENT SERVICES DEPARTMENT k 225 FIFTH STREET
SPRIN• SFIEM, OR,97477
• e• (5417 725-3753
Moisture Content Acknowledgement F.orm .•• r. :•.
I, 10, k r ,..)ue' , am the general contraltor br the.oiv>,2r-builder
at the following address:es y / p /��C/�
2`t (o So 1, 7o Sf ;�.gl„GId de Y " (/ 7
Street Address CJ
City
Permit#
•••..If apylinble:
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""•, Sub4it' on/L(1f dhdlor Map and Tax Lot
•5 •• •.
• • • ..•
•• To conform wrth'the 2011 Oregon Residential Specialty Code (ORSC), Section•
R318.2, I am notifying the building official that I am aware of the moisture content
• • regwisanlent orIMSC Section R318.2 and have taken steps to meet this code••
• • requirement. ['Section R318.2 is provided for reference.]
Section R318.2 Moisture content. Prior to issuance of the insulation/vapor barrier
approval required by R109.1.5.2 of this code:
(A) All moisture-sensitive wood framing members used in construction shall have a moisture content
of not more than 19 percent of the weight of dry wood framing members.
(B) The general contractor or the owner who was issued the structural permit shall notify the building
official on a division approved form that the contractor or the owner who was issued the structural
permit is aware of and has taken steps to meet the requirement in paragraph (A). ..
Print Name:.
L jui .0
Signature _ �� ��— ' Date //` /V
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