Loading...
HomeMy WebLinkAboutMiscellaneous Compliance Report 2011-9-8 !~~LDING ~ i*EPARTMENT. LLC ., Exterior Wall Envelope Self-Certification Form d!:> (IIW W \'e cJWI-' \-lov-v5 owner-builder at the following address: io...l (...t I: k . am the general contractor or the {Dog Street Address 4 ( <)r-- City. r j-OO 1ft). . Permit# To conform to the 2008 pregon 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.] Signature ./ J' /'1 Date .1/ I Revised: 2/8/2010 " j " ,., .H Excerptfrom 2008 Oregon Residential Specialty Code Section R703, Exterior Covering: R703.1.1 Exterior Wall Envelope. To promote builaing 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-resistivebarrier as required in R703.i, a minimum 1/8' inch' space between the wat!"r-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-corrodibleJurring 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 asse?,bly to the exterior. Exceptions: 1. . A .space is not re.quired where the e~erjor v'eneer is installed over a watt~r-resistive barrier complying with.section R703.2 which is manufaCtured.!na manner to enhance drainage and me~tHtie 75% drainage efficiency requirement of A5TM E2273 or other recognized national st~m/dards.': . . . 2. A space is 'not required where window sills are equipped with pan flashings which drain to the exterior surface Of the ve~eer in a through wall fashion: All pan flashings shall be detailed within the construction documents and'shall be of eithera self-adhering, ' membranecomplying\vith'AAMA 711-07 orofan approved corrosion:resistant material or a'co,mbination thereof. Self-adhering membranes extending to the exterior surface of the veneer shall be conce~led with trims or, othermeasures to protect fromsuniight.: . 3.' Aspaceis'not required'wherethe exterior veneer is manufactured in a manner to enhance drainage and meets the 75% drainage efficiency requirementS of ASTME2273 or other re.~ognized ,n~ti~nal, standards and is installed ove~ awater resistive barriercomplying with section R703.2.,' " .. . 4. A space is no't"required .where the exterior veneer is matching an e~isting'e~erio~ finish as . ,in additi~ns, alterations,. or, repairs. . 5. Awater-resistant eXterior wall envelope shall not be required over concrete or mason'ry , walls designed in accordance with Chapter 6 and flashed according to se,ction R703. 7 or R703.8. ' , , ' 6. Co'mpl!'an'ce with, the' requirement's for ~ means of drai'nage, and the requirements of Section R703.2 arid 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 representativeofthe intended end-use configuration. 6.2. · Exterior wallenvelope test assemblies shall be at least 4 feet by Ii feet in ,size. 6.3. Exterior wall assemblies shall be tested at a minimum differential pressureof 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.