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HomeMy WebLinkAboutMiscellaneous Compliance Report 2011-6-21 (2) . I J J ) ) 'J To conform to the 2008 Oregon Residential Specialty Code (OR~g), 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 thatJhe.tomponents of the exterior wall envelope have been installed in accordance with the code . requirements. [Section R703.1.1 is provided for reference o~the reverse side of this form.] J I J t ,~ I I~'\J "\" J \. ' { ~~ . -,) / J Ils bOv.q l-N Street Address I ~fJ;~ ~(J . City I <; H - I 'if 'Dfl,v ~ , cJ /' €tO.A. Permit# 6 ~.- ---.......,... Signature 6 -2{ - L \ "_/ J ~~./ Date I \) .J 1 '-)' ., ') / -.JJ J / ~" 1,\ '-.,. ~ c I " ~ l I \ ( , , . ) ~ . am the general contractor or the ) I "- ( , \ \ { " \ \ i , , , I . , \ Revised: 2/8/2010 r ) ) J , ) ) ) ) " ) I .I I ; , , } , , .. . . . . . . . . -.. . . . . . . . .. . . . . .. . . .. . . . . .. . . . . . . . ... . . . . . .. . . . . . . . .. . . . . ~ .... ... .. . Excerpt from 2008 Oregon Residtntial:5pecialty q.~e Sectipn Il~, Exterior Covering: .. ... . . R703.1.1 Exterior Wall Envelojl'e"."'~ fJ~omot~ Duil~ing dur~Dility, 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."'~teI'lfsa!ive barritr q"~quired in R703.2, a minimum 1/8 . inch space between the water-resis~b3,.rer.tnd the e>O:eriol veneer, and integrated flashings as fequired in R703.8. The required sp,"=e:shall~e.io.rme~lt; t~.. use of any non-corrodible furring strip, drainage mat or drainage board. The envelope shall provide proper integraiio~.of fla~hings , . wit~ 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. I , Exceptions: l . , 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 sp~ce is not required where window sills are equipped with pan flashings which drain to the elrterior surface ofthe veneer in a through wall fashion: All pan flashings shall be detailed.within the construction documents and shall be of either a self-adhering membr~ne complyin'g with AAMA 711-07 or of an approved corrosion-resistant material or a combination thereof. Self-adhering membranes extending to the exterior surface of the veneer \hall 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 :nd meets the 75% drainage efficiency requirements of ASTM E2273 or other recognizeknational standards and is installed over a water resistive barrier complying with section R703.2~ , . , 4. A space is not~equired where the exterior veneer is matching an existing exterior finish as in additions, alterations, or repairs. ' S. A water-resista~t 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 tne requirements for a means of drainage, and the requirements of Section R703.2 and.5ection R703.8, shall not be required for an exterior wall envelope' that has been demonstr~ted to resist wind-driven rain through testing of the exterior wall envelope, including joints, penetrations and intersections with dissimilar materials, in accordance with ASTME'331 under the following conditions: 6.1. Exterior wall envelope testassemblies shall include at least one opening, one control . ~ I .' ~1;. . joint, one wall/eave interface and one wall, Sill. All tested openings and penetrations I 1 ......', / shall be representative oftheiQtended end-use configuration. "'-__ 6.2. Exterior wall envelope test assemblibs shall'be at least 4 feet by 8 feet in'size. 6.3., Exterior wall assemblies shall be tested,at a r\,inimum differential pressur~ of 6.24 pounds per square foot. . f? . . (" 6.4. Exterior wall envelope assemblies sha~besubJected to a minimum t~t 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 tt!e exterior wall envelope; joints at the perimeter of openings penetration; or intersecti~ns of terminations with dissimilar materials. " . \ L l-, , l , r' ,.. r , .--