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HomeMy WebLinkAboutMiscellaneous Compliance Report 2010-10-11 (2) .~- !FIj'liE' C ' ' 'I~UILDING IIDEPARTMENT. LLC ',-"'.J .- Exterior Wall Envelope S'elf-Certification Forrn I, lfitIo#n. ~ owner-buil er at the following address: . am the general contractor or the . '1-1 ( ~ tI(t-#) Street Address . 5;r"'jWtdtl. (/12. City [- ({J , /t?* Perm it# I To conform to the 2008 Oregon Residential Specialty Code (ORSq, 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::--o--1f Signature @- !(-f/) " Date f \ ~ --- -- ~ -- ~ --- Revised: 2/8/2010 ':'. ~' / " " " Excerpt from 2008 Oregon Residential Specialty Code Section R703, Exterior Covering: R703.1.1 Exterior Wall Envelope. To pro~t~ builCling durability, the exterior wall envelope shall be installed in a manner that water that e~;I 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. Th~ required space shall be formed by the use of any no~,-corrodible, furring. , strip, drainage mat or drainage board. The envelope shall provide prqperjntegration of. flashings,. "\ ..... ., J ~ ~ ,'~ . . with the water-resistive barrier, the space provided and the exterioryeneer. These components, in conjunction, shall provide a means of draining water that enters the assembly to the exterior. Exceptions: t.1; -:: .;{,\":",,, .\ ' ... ., ~. ~ .. '~. ':.' ~~. ." ! " '.. 1. 1. A space is not required where ,the exterior veneer is installed'i')er a water-resistive barrier cpmplying with section R703.2 which is manufactured in a m~nner to enhance drainage and meets the 75% drainage efficiency requirement of ASTM,Ei27.3 or other. recognized " . " . "," . .. '.' t'..' ,t"\"'. t ., 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 deta'i1ed within the construction documents and shall be of either a self-adhe(ing" " 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. 3. A space is not required where the exterior veneer is manufactured in a manner to enhance drainage and meets the 7S% drainage efficiency requirements df ASTM E2273 or 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 as in additions, alterations, or repairs. . 5. A wateHesistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance with Chapter.6;and flashed a~cordin~.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 f()r an exterior wall envelope:that has been demonstrated to resist wind-driven rain through testing of the;exte,lor wall . .-" "4 .. ~........ envelope, including joints, penetrations and intersections with dissimilar materials, in accordance with ASTM E 331 under the following conditions: : 6.1. Exteriorwall envelope test assemblies shall include at least one ope~ing, ~ne cO,!lrol joint, one wall/eave interface and one wall sill. All tested openings .rnd penetrations' shall be representative of the intended end-use configuration. Exterior wall envelope test assemblies shall be at least 4 feet by 8 feet in size. Exterior wall assemblies shall be tested at a minimum differential pressure of 6.24 pounds per sq~are foot. '" 6.4. Exterior wall envelope assemblies shall be subjected to a minimum test exposure 'd,uration of 2 hours. , The ex~erior wall envelope design shall be considered to r~~!~t ~!fld~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. " . . , " , 6.2. 6.3. ./ ~ , ~) '-- ..t-_~_ .~,l!~~_, ._ ,. ,r - ------ ----':"",,- ." r ,- L': ..' ,,. '/'" .