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<br />l!;VALUATION ENTITY <br />Gary Pfuehler, P. E. <br />5665 Green Oak Court <br />Fairfield, OH 45014 <br /> <br />Product Evaluation Report <br />for Florida DCA <br /> <br />MANUFACTURER <br />Clopay Building Products Company <br />8585 Duke Blvd. <br />Mason, OH 45040 <br />513.770.4800 <br /> <br />r\..t <br />I.. "I <br />-J/tJ <br />J,~ <br /> <br />Evaluation R ort # 73W4-09 <br />Statement of Compliance: <br />The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design <br />and test pressures shown. Based on the testing and mtional analysis detailed below, this product is evaluated to be in <br />compliance with the following provisions of the Florida Building Code: <br />I!l Outside the HVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707.4.3.1, ref. ANSIIDASMA 108 or TAS 202) <br />o Inside the HVHZ: 1619 Wind Loads forHVHZ (tested in compliance with FBC 1707.4.3.1, ref. TAS 202), <br />1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) <br />Description of Product: Steel Pan (min. 25 ga.) Single-Car (up to 9'0"wide) WINDCODE~ W 4 Garage Door <br />Design Pressures: +251-32 Test Pressures: +37.5/-48 <br /> <br /> <br />Specific Models and Technical Documentation: <br />Model Test Re ort Drawin No. Comments <br /> 300 159-Rev07 <br />76W4 HCN-l20 AJB 102429-RevOO <br />42VV4,48W4,55W4 HCN-120 AIB 102046-Rev05 <br />4RSTW4, 6RSTW4 HCN-120 AJB 102137-Rev02 <br />4RSFW4, 6RSFW4 HCN-120 AIB 1 02409-RevO 1 <br />2RSTW4 HCN-120 .AfB 102430-RevOO <br />1l0RW4,120RW4 HCN-120 AJB 10 1979-Rev04 <br />H73W4, H500W4, HCN-120 AJB 102485-Rev02 <br />H76W4, H94W4 <br />H4STVV4, H6STW4, HCN-120 AJB lO2491-RevOI <br />H2STVV4 <br />H4SFW4, H6SFW4 HCN-120 AIB 1 02576-RevO 1 <br /> <br /> <br />InstaIJation reQuirements: Installation must be in accordance with manufacturer's installation instructions. <br />Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to pr~pare openings are not covered. <br />The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure <br />and in accordance with current building codes for the loads listed on the drawing(s) referenced above. <br />Certific.ation of Indenendence of Evaluation Entitv: I hereby certify that (1) I have no financial interest in Clopay Building <br />Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria <br />of independence as stated in 9B-72.lIO F.A.C. <br /> <br />Signature: <br /> <br />~~: <br /> <br />Florida P. E. No. 49850 <br /> <br />/o~ <br />~\'-b <br />A ~ Od-~~ ~y~~) <br />v:;J ~~~"YS ~1~~<0~\)~) <br />~~ N.~~' _~v' ~'O ~~ <br />~ Q~~Y' ~~~ C-\J~~C)~~(, (,C)\> ~(,~s <br />~~~ o~ t.':'~ . *'~'-' ~%, (,'\~~~~ <br />~v~~~'?>~~ ~~~;\.)t~~~\>sCj <br /><?v ~~ ~~;~\.~~~. <br />"\~~~, <'. ~ <br />(.~ -:~ \)'\; <br />. (,;'\:> FILE: 73W4-09-REvOI <br /> <br />Date: <br /> <br />.f /~ /p~ <br />