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HomeMy WebLinkAboutMiscellaneous Compliance Report 2011-6-9 , ... . . .. ... . . .. . ... . . . .. ... . .. . . . ... .. .. .. ... ... .. !;J!H~ C; '. .:e~JLDING . . '1g>EPARTMENT.1L~ Exterior Wall Envelope -Self-Certification Form 1,JkJ, W~J owner-builder at the following address: . am the general contractor or the . Cell Colcll\/at. Dt'I.\Je. Street Address ~-Rf!) . 15 L l-S Pk?:Z.o ({ -~2&>. City \ '. Permlt# To conform to the 2008 Oregon Residential Specialty Code (ORSC), Section R703.1.~, 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.] \ '~~~ Signature , W4-Vi Date , ' Revised: 2/8/2010 . . .. . ... .. .. . . . . . .. . . . . . . .. . . . . . . . ... ... . . .. .. .. . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . ... . Excerpt from 2008 Oregon Residential Specialty Code Section R703, Exterior Covering: R703.1.1 Exterior Wall Envelope. To promote buil~ing 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-resistive 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-cbrrodible furring " ,0- I' ~.. _ strip, drainage mat or drainage board. The envelope shall provide proper integrati6n.6f.flashings:';'.JJ 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 t.he assembly to the exterior. <.:' 1" F! )j:, \.' "J1., ,: ') . _.,\.../J f If .~ ..J ~: J'J '_.. Exceptions: '" "j. ~ ,--~.J 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 recogriiz~d":- G \ ': .. .' . national standards. . A space is not required where window sills;are.equipped'with.panflashings which drain to ~J_','~._j './ '. .J'''''l ~ '._ I' '..J the exterior surface ofthe veneer in '-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-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. A space is not required where the exterior veneer is manufactured in a mariner to enhance drainage and meets the 75% drainage efficiency requirements of ASTM E2273 or other recognized national standards and is installed over a water resistive barrier complying with section R703.2. A space is not required where the exterior veneer is matching an existing exterior finish as in additions, alterations, or repairs. 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. 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 w~lI.envelcipe that ' .___. ,I 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: t. " -., 6.1. Exterior wall envelope test assemblies shall include at least one openin'g/one control joint, one wall/eave interface and one wall slil. 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 material's. 2. 3. 4. 5. 6.