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<br />I <br />A <br />.~ <br /> <br />Arci'11teetur., T.,tlnl <br /> <br />March 22, 2004 <br /> <br />Manh Fembaugh. Director of Testing <br />A1&ide Window Company <br />3713 State Road <br />CUYahoaaFalls. Ohio 44309.]365 <br /> <br />RE: MalOlUy lnItallation of 0501 Double Huna Windows. <br /> <br />Dear Mr. Fernbauah: <br /> <br />I have performed an installation fastener analysis for your 0501 Double Hung Windows <br />instalJed to muomy walls. The windows considered were as follows: <br /> <br />Size <br />4' 4" x 7' 0" <br />3' 8" X 6' S" <br />3' 8" X 6' 0" <br />3' 0" X 6' 0" <br />3' 0" X 5' 0" <br />4' 411 X 5' I" <br />4' 4" X 5' I" <br /> <br />DP <br />25 p,f <br />40 psf <br />4$ psf <br />45 psf <br />60 psf <br />35 psf <br />4S psf <br /> <br />Teat ~rt No. <br />An 05-30388.01 <br />An 05.30388.01 <br />AT! 05-30388.01 <br />ATI 05.30388.01 <br />An 05-30388.01 <br />An 05-30419.01 <br />An 05-30419.01 <br /> <br />My analysis assumed using 3/16" diameter Tapcon anchors With a minimum embedment <br />of 1 ~ 1/4". To safely resist the design wind pressures above, 8 such anchors are required <br />to fasten the window to the masonry frame. At instAllation. use three anchors in each <br />jamb 6" frOl1l each corner and one at the mid.height, and two in the head 6" from each <br />corner. <br /> <br />If you have any Questions regarding my analysis, please contact me. <br /> <br />Sincerely, <br /> <br />ARCHITEClURAL TESTING, INC <br /> <br /> <br />JAR:jar <br />cc: 01~S0106.01 <br /> <br />. , ..'.-......,,-, <br />. . <br />.,.':, :;;~~d::;;~~j:~,.~.- <br />.!" .....-,., F'C..~... '"." <br />. ~~ .,' ";.." .~" <br />: I '-..." ('. '. <br /> <br />. '. .~:. .. :~iIi.; 'f; ~,:t:.:' .' <br /> <br />.' ~ <br />1:'''' <br /> <br />130 Derry Court <br />York. PA 1740;1-9405 <br />phon,,; 717.7154.7700 <br />fllx: 717.764_412~ <br />WWII'oI.archtest.com <br /> <br />. ): \:. ,f;f~:,i.:j~~:'>: <br /> <br />. \ "~..._.'QlIl~~ it,.'J~I",,,;.....,, 0.. <br />'....;~..t~{-..:;:~. . <br /> <br />~t1~ <br />1/' / 7/42.#1 <br />