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,-11 WORK SHALL;C)MPLY WITH PREVAILING <br /> CODES FLORIDA BUILDING CODE, <br /> NATIONAL ELECTRIC CODE, <br /> AND THE CITY OF ZEPHYRHILLS <br /> ORDINANCES <br /> 4 3 2 1 <br /> Impact Window Option(9 pound missile): <br /> see notes for other widths) <br /> max daylight opening 16-3/4"x 10-1/4" <br /> ( ) 1/4" Lexan with Aluminum Frame <br /> D 2B Intermediate Hinge D <br /> Optional Lites 2 I <br /> i <br /> 4D (see window options) <br /> 2 1C <br /> TBracket <br /> Top Fixture <br /> 4D <br /> End Stile Door Height Ell a O F w <br /> 1B 6'-6"to 7-0" 4 7 4 <br /> 2 <br /> 7'-6"to 8'-0" 5 9 5 <br /> C 7' Track C <br /> 3B <br /> Bracket 8'-3"to <br /> 2 <br /> End Hinge 9'-0"to 10'-6" 6 11 6 <br /> 10'-9"to 12'-3" 7 13 7 I <br /> 4A 12'-6"to 14'-0" 8 15 8 <br /> 2 <br /> Bottom Fixture 14'-3"to 15'-9" 9 17 9 <br /> 16'-0"to 17-6" 10 19 10 <br /> 2A 2A 17'-9"to 19'-3" 11 21 11 <br /> 2 2 19'-6"to 20'-0" 12 23 12 <br /> B Strut Attachment Strut /1 � R B <br /> REVIE®C�I��pf ®fl�� /i Track bracket southern shown jambs. <br /> W tl i�l grade 2 or better southern pine jambs.When using <br /> CITY OF ZEPHYRHI L softer wood species like spruce-pine-fir(SPF)use <br /> the quantity of track brackets specified in the chart <br /> This door has been evaluated in accordance with ASTM E330-02 and ANSI/DASMA 108-02,108-05 PLAN EXAMINER plus three track brackets per side. <br /> and for windborne debris in accordance with ASTM E1886-05/E1996-09 and ANSI/DASMA 115-05(9 pound missile)Su <br /> contain <br /> If do rrtrustnot electncl elements to be ally operated a lock mustesigned bbe installed stered professional engineer for specified wind loads. `��"'��,G—-ir",,5, for doors up to 20'-0"highSupplemental nThese are req details required in <br /> Maximum door height: 20'-0" Maximum section height: 21" addition to this drawing for installation. Always <br /> Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds. No.51737 ••'� use supplemental instructions in addition to this <br /> These exposure"B"wind speeds are for Thigh doors on 30'tall buildings. <br /> • ; 7 drawing during door installation. <br /> JohnE.Scates,P.E. nts <br /> Width DesignPressure Wind Speed Windows Center Stiles OO <br /> 16'-00" +30.6 s 34.1 s 183(mph) YES 7 3121 Fairgate Drive i�.t�'• OR�Q*'p�?�� wr 03-11-2015 <br /> 2240,2241,2250,2251,4240,4241, <br /> 14'-00" +30.6(psf)/-34.1(psf) 182(mph) YES 6 Carrollton,Texas 75007 ////S8/fpNi;%�a��� Models:4250,4251,5240,5241,5250,5251 <br /> A 13'-11" +30.6(psf)/-34.1(psf) 182(mph) YES 5 Florida P.E.#51737' A <br /> 12'-00" +30.6(psf)/-3 ( st) 181(mph) YES 5 Digitally signed by;John E.Scates,P.E. 16'-0" wide, 183 mph Exposure"B" <br /> l l'-11" +30.6(psi) -34.1(psi) 180(mph) YES 4 See notes for other widths and wind speeds <br /> 10'-08" +30.6(pst)/-34.1(psi) 179(mph) YES a FL g O1 R2 Date:2015.04.06�7 632:23-05'00' <br /> Center stile quantity is minimum per section. C.H.I.Drawing: FZ6i-16-01515 <br /> Professional Engineers seal provided only for verification of windload construction details page 1_of 2 <br /> 4 3 2 1 1 <br />