HomeMy WebLinkAboutPermit Form 2014-05-27SPFIINGFTELE.
D EVELO P M ENT SERY'CES D EP ARTM EN T
Moisture ntent Acknowledeement Form
I, Be@oJ uorqz> , am the general conkactor or the owner-builder
at the following addressqt,J
€fr,225 FIFTH SIREET
SPR/NGF/ELD, OR 97477
(541) 726-s75s
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Street Address
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City
Permi#
If applicable:
ZtvE[LZ A EIqATS trrr
SubdivisionlLotand"/or Map and Ta:< Lot
To conform with the 2011 Oregon Residential Specialty Code (ORSC), Section
R318.2, I am notiffing the building official that I Eur aware of the moisture content
requirement of ORSC 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 Rl09.1.5.2 of this code:
(A) An 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 stmctural permit shall notifr the building
official on a division approved form that the contractor or the owner who was issued the stuctural
permit is aware of and has taken steps to meet the requirement in paragraph (A).
Print \Jamor*hunr THoMBo^J
Date slz;ln
T:\Building forms
SPRING, .D
DEVELOPMENT SERVICES D EPARTMENT
IIIGH-EFFICIEI..{CY LIGHTING SYS TEMS
OREGON RESIDE}\ITIAL SPECIALTY CODE (ORSC)
Site Address: 85L/+ V/lf u=L'q
225 FIFTH SIREET
SPRINGFIELD, OR 97477
PHONE (541)726-375s
FAX (54i)726-s689
www. ci. spi ngfiel d. or. us
Permit No.: Ell- >?R ZDt j^ Ol-MrA- Jurisdiction t
Subdivision/Lot:
and/or
Map and Tax Lot:
By my signature below, I certify that a minimum of [ flfty (50) percent , *ffiventy-five (75) percent, of
the permanentlyinstalled lighting fixtures in the above mentioned building have been installed with compact
or linear fluorescent, or a lighting source that has a minimrul efficacy of 40 lumens per input watt. (Oregon
Residential Specialty Code N1 107 .2)l
* Check the75%o box if the additional measure selected to compiy with ORSC Niigi.i and Tabie
Nl101.1(2) requires 75% of ligting fixtures to have energy efficient larnps.
Signed Date:
Contractor/Authorized Agent
Print
Name:
Contractor's CCB #Expiration Date:
1 CP.SC Section I.11107.2. High-Efficiency Lighting Systems. A minimurn of firfy (50) percent of the permanenfly installedlighting fi.xfures, sev eily-fiv e (7 5Yo)percent, if the selected additional energy code measures ia the Table Nl 101 .1(2) reguiresgreater lighting efficiency,shall be installed with compact or finear fluorescent, or a lighting source that has a minimum efEcacy of40 lumens per iaput watt. 'Screw-j! gerrFact fluorescent lamFs comply with this requirement.
The Builrling official shall be notified in writing at the fiaal inspection that a minimum of the required percentage of thepermanently installed lighting fixtures are compact or li:aear fl*."."*t, s1 n minirnrrrn efficacy of +O U-.r, pE, _p"t *"n.
C :Wi gh-Effi ciency inter.d oc
City
SPFINGFIELD
ILDING
NT LLC
Exterior Wall Envelope
Self-Gertification Form
tsummn }loh€,, am the general contractor or the
owner-builder at the following address
352\ vr-ru> ri.Fl6
Street Address
Permit#
To conform to the 2OLL Oregon Residential Specialty Code (ORSC), Section
R703.1.1, I am notifying 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 wall envelope have been installed in accordance with the code
requirements. [Section R703.1.1 is provided for reference on the reverse side of
this form.l
TlmurproJ
Print Name
s
6
Date
re
EUGENE
LANECOUNTY
, OREG-(3N
Revised: 2/8/2OtO
t,
Excerpt from 2011 Oregon Residential Specialty Code Section R703, Exterior Covering:
R703.1.1 Exterior Wall Envelope. To promote building durability, the exterior wall envelope shall
be installed in a manner that water that enters the assembly can drain to the exterior. The envelope
shall consist of an exterior veneer, a water-reslstive barrier as required in R703.2, a minimum 1/8
inch space between the water-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 proper 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 75To drainage efficienry 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 7tl-Ol or of an approved corrosion-resistant material or
a combination thereof. Self-adhering membranes extending to the exterior surface of the
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 manner to enhance
drainage and meets lhe75% drainage efficienry requirements of ASTM E2273 or olher
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 as
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.
E. Compliance with the requirements for a means of drainage, and the requileiments 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
shallberepresentativeoftheintendedend-useconfiguration.
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
wallenvelope;jointsattheperimeterofopeningspenetration;orintersectionsof
terminations with dissimilar materials'
/